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39-006 (2)
334 HOCKANUM RD BP-2016-1567 GIS a: COMMONWEALTH OF MASSACHUSETTS Map-Block: 39-006 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: COMMERCIAL STORAGE BLDG BUILDING PERMIT Permit 4 BP-2016-1567 Project# JS-2016-002677 Est.Cost: $20464.00 Fee: $1536.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: DWIGHT SCOTT - GCE INC 014679 Lot Size(sq. ft.): 261360.00 Owner: KOE-ILER KENNETH zoning: Applicant: DWIGHT SCOTT - GCE INC AT: 334 HOCKANUM RD Applicant Address: Phone: Insurance: PO BOX 546 WC FEEDING HILLSMA01030 ISSUED ON.:8/25/2016 0:00:00 TO PERFORM THE FOLLOWING WORK: REPLACING STEEL UTILITY BUILDING STRUCTURE, ROOF & SIDEWALL PANELS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTvpe: Date Paid: Amount: Building 8/25/2016 0:00:00 $1536.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck-Building Commissioner File#BP-2016-1567 APPLICANT/CONTACT PERSON DWIGHT SCOTT-GCE INC ADDRESS/PHONE PO BOX 546 FEEDING HILLS PROPERTY LOCATION 334 HOCKANUM RD MAP 39 PARCEL 006 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid CL---101- (/ar)A a I, 53t ' Building Permit Filled out Fee Paid Typeof Construction: REPLACING STEEL UTILITY BUILDING STRUCTURE, ROOF& SIDEWALL PANELS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 014679 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR_ Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance` Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW _Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. A O® DALE(MMIODIYYYY) CORCERTIFICATE OF LIABILITY INSURANCE 06/29/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT e Diane LaFlech NAME: CRAY-DOWD INSURANCE AGENCY, INC. °�",G°,N,Eat): (413)437-1062 _ we Nm: AD"RlE DSS: dlafechel,wdowd.com _ 226 RUSSELL ST. INSURERS)AFFORDING COVERAGE NAIC HADLEY MA 01035 INSURER A: AIM MUTUAL INS CO 33.758 IxsuaeD _ INSURER B: GENERAL CONSTRUCTION & ENVIRONMENTAL INC INSURER C: INSURER!: PG BOX 546 INSURERE FEEDING HILLS MA 01030 INSURERF. COVERAGES CERTIFICATE NUMBER: 65428 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMSI . LTR ADDL TYPE OF INSURANCE ISwvn.BR POLICY NUMBER (MMLODNYVY1 IMCY EFF MIDOY EXP TR NYYYI LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE j$ CLAIMS-MADE L,OCCUR DAMAGE TO RENTED (Ea occurrence) •$ _ MED EXP(Any one person) S I N/A II PERSONAL S.ADV INJURY E GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE E POLICY L._ PECT L_J LOC PRODUCTS-COMPIOP AGG '8 OTHER E AUTOMOBILE LIABILITY CEOeBINED SINGLE LIMIT :S - ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident) $ HPAUTOS NNON.OV.MED PROPERTY DAMAGE OAUTOS AUTOS (Pereccdenl) - 5 UMBRELLA LIB OCCUR II EACH OCCURRENCE 5 , EXCESS LIAR CIAIMS,MADE N/A AGGREGATE $ __ : DED� RETENTIONS • 5 !WORKERS COMPENSATOR ''. X' STATUTE AND EMPLOYERS'LIABILITY • VPROPRIETORARTNERIEXECUTIVE YN IPE L.EACH ACCIDENT IS 100,000 A OFFICER/MEMBER EXCLUDED? WA1: WA NIA, VWC10060108392016A 03/15/2016 03/15/2017 — HI ae msrIn H I EL DISEASE-EA EMPLOYEE s 100,000 •DESCRIPTION OF OPERATIONS below I I EL.DISEASE•POLICY LIMIT $ 500600 N/A DESCRIPTOR OF OPERATORS I LOCATORS/VEHICLES(ACORD 101,AddRIonal Remarks Schedule,may di attached H more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B.no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at vM4v.mass.gov/Iwd/workers-compensation/nvestigation s/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Northampton Building Dept ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main Street AUTHORIZED REPRESENTATIVE Northampton MA 01060 `1 LSC Daniel M.Crgk, ey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ACO o® CERTIFICATE OF LIABILITY INSURANCE6 AT(zo 6AYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER LONTACT NAME: Mike Levin Cray-Dowd Insurance Agcy. ,Inc. PRONE I FAX 226 Russell Street, Suite B rue No Ent:413-E3R-7444 (AIg Nor:. _ EMAIL - Hadley MA 01035 ADDRESS: mlevin@dowd.cam PRODUCER CUSTOMER IOC GENCO INSURERI5)AFFORDING COVERAGE NAIC p INSURED INSURER A:Essex Insurance Company General Construction & Environmental, Inc. INSURER B: c/o Dwight Scott INsuRERC: P. 0. Box 546 INSURERD: Feeding Hills MA 01030 - INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:183933568 REVISION NUMBER: THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHORN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOL SUB0. --- POLICY EFF POLICY EXP I LIMITS INSR'NNR POLICY NUMBER (MMIDDNYVYI IMMIDDtYYYI A GENERAL LIABILITY 3EE5635 5/9/2016 5/9/2017 EACH OCCURRENCE 51.000.000 DAMAGETORENTED % COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) 5100,000_ CIAIM6•MADE K I OCCUR i MED EXP(Any one parson) 55.000 - ' PERSONAL SADV INJURY 51.000.000 GENERAL AGGREGATE $2,000.000 fl ECT I -I LOC GENT AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG li$1,000, 1 POLICY 000 PRO S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S (Ea academ) ANY AUTO -- BODILY INJURY(Per person) S ALL OWNED AUTOS --- I BODILY INJURY(Per accident) $ SCHEDULED AUTOS • -- PROPERTYDAMAGE $ HIRED AUTOS Per accident) NON-OWNED AUTOS _ S 8_ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE • AGGREGATE DEDUCTIBLE • S• _ RETENTION S • F$ WORKERS COMPENSATSS ON TORY TATU. OFH_ • ANY PRI ANY OPRETOR/PARTNER/EXECUTIVEYN ' EL.EACH ACCIDENT $ OFFCERMEMBER EXCLUDED? N IA l Mandatory In NH) I EL.OSEASE-EA EMPLOYE S I ea acapnic under - _-_- o scRlPrlorvoroPERAnorvs below E1.DISEASE.POLICY LIMIT S • DESCRIPTION OF OPERATORS I LOCATIONS I VEHICLES(Ameh ACORD 101,Additional Remarks Schedule,H mon space Is required) Workers' Compensation Certificate of Insurance to follow separately from the carrier. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED City of Northampton BEFORE THE EXPIRATION DATE THEREOF.NOTICE WILL BE DELIVERED p IN ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main Street Northampton MA 01060 AUTHORIZED REPRESENTATIVE/ • ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD KS Shadowline Insulated Wall Data Sheet Panel System can increase speed of build by up to 50% W Product Specification Thickness: Widths: 24",30".36"and 42"standard Lengths 8'-0"to 52'-0"standard Panel Joint: Double tongue and groove.iterloclarg ranscreen j&it Exterior Face 26/24/22 Ga.Embossed or Non-Embossed steel,AZ50 GalvaWm&or G90 galvanized(20 Gaavailable upon request) Interior Face: 26/24/22 Ga.Embossed or Non-Embossed steel.AZ50 Galalume"or G90 galvanized(2o Ga available upon request) Core Material: Poysocyanurate(Phil R-Value: 7.2 per inch at l5°F/8,0 per inch at 35°F _ _._..... .. Manufacturing Process: Foamed-In-Place continuous line production(NP) Orientation: Horizontal and vertical m iMbr Face SlteSvline J � E iMbr Face Shadowline 42-IAWage(1,06/mm) Applications Shadowline high performance wall system dealer an attractive and Panels are available with optional factory-caulked side joints to save affordable panel choice.Shadowline panels,hwiontaW or vertically erection lata(ret available for cold storage applications). applied.use a patented doile sea integrated pnl.Standard reveals customer are VA"for vertical applications,and'/a"for horizontal applications Options Kingspan offers a full spectrum of vibrant colors for every color Shadowline panels are suitable for new and retrofit applications scheme.The hgh performance coatings provide long-life protection, across the cold storage,commercial and industrial market sectors. color and gloss retenem.Custom cola matching is available to meet Design Features individual building deigns and creative freedom The foamed-in-place manulacturng process produces superior panels of consistent high quality that arms to site ready for quick and ` Q easy Installation,saving up to 50%in on-site construction time :.I ...` " my AR Kingspan KS Shadowline Insulated Wall Data Sheet Panel System Performance Testing and Approvals IGngspan'nsulated panels meet specific building envelope performance cdtera and requirements stipulated by US and Canadian Wndig codes.Panels are tested in accordance wpb UL.ULC.FM and ASTM approval standards,testing nah ds and procedures.IGngspan insulated panels are listed by FM Global and Warnock Hersey. Test Procedure Results Fire FM-4880 Passed:Class 1 Fre Rating of Insulated Wall or Wall and Roof/Celing Panes,Interior Finish Materials or Coatings,and Exterior Wap Systems ASTM E84 Flame spread<25,smoke developed<450 CAN/ULC-5101 Fire endurance tests:10 min and 15 min stayed in place CANNLC-5102 Flame spread:5,Smoke developed:135 for panel with facings CAN/ULC-5121 Flame spread<500 for foam core CAN/ULC S138 Passed:Fire growth of foamed plastic insulated building panels in a full scale roan configuration CAN/ULC-9134 Passed:Standard method of test for fire of exterior wan assemblies NFPA 259 - Tested for potential heat of building materials NFPA 268 Passed:Standard lest method for determining gnrtabinty of exterior wan assemblies using a radiant heat energy source NFPA 285 Passed:Standard Fm Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components Structural FM-4881 Passed:Class+110/-154 Zone H Class+100/-140 Zone HM-LM ASTM E/2 Vacuum chamber tested.Panel bad/span and deflection tables ale available Thermal Performance ASTM C518 H-value per inch=7.5 h IN.°F/Btu.in Air Infiltration ASTM E283 0.003 CFM/If of Pane Area at 6.24 psf Water ASTM E331 No uncontrolled water penetration at 20 psf differential pressure MMA 501.1 Dynamic water pressure testing-no sign of water leakage at 15 psf Fatigue Tests Cyclic test to posilte and negative The panels exceeded 2 million alternate cycles without failure or damage wind loading to±1/180 deflection Bond Strength ASTM 01623 Panels tested for tensile bond strength of metal to foam Sample placed in an autoclave device and pressurized to 2 PSI at 212°E far Th hours Sldn Delamination No skin delamination with direct pull off pressure up to 1188 psf KIngapan USA KNgsPen Canada Deland,FL:386-626-6789 Caledon,ON:90.5-951-5600 Modesto.CA:209-531-9091 Langley.BC:604-601-1101 wwwkvgspanpaneIs.us www.kingspanpanels.ca Fp he irW.jY ono-kw n dM nwrlale please meatt your bcd sena Makin orowl wwWWGWWW9newarn cans en,0 ewewwmthmetiera Wparen aYAW Ww}sy� `'aovWwWs '~ YnIcand Tte ayss oani cwLae un aoum Wfln .n„a .�mo®a wwenwnmwrest. Firw_safe Kingspan 2 Isle 4:4/2016 • • Allowable Span Table KS Series: Shadowline SPAN COMMON NEGATIVE WALL PRESSURE 1.e5, PANEL WA.COMMON IMAMS WALL PRESSURE lk PSF 1NKME55 T„, M5 10 PSC aMl 3034 35 PSF 40 PSF 4534' 30 ME 15 MF 30 PSF 35 PS; 40 Pr 45 en 3 da duagn S+IT 5'3' M1UOksyn gl” )'% 6d' SVl' S'3' mNykpan 1 double I9S 6-T TLY 35Mulee 34'1" 1'S" gi' AS' PS' 68 db span 125r T-T 659' Car m.ms.w.n - Y3" T-5' s'T ]'S mkl.pan /054' M 3 41659'uin IS 'Zr 3059' Yd' 8.3 TS' nuspan 1653" 31 3P-3" 8510' ]-n' 3 multiple RP '% mJyyapn la'p 31'3" T3" MWkapn 35+11' 31'-I I' 3V 13' 9S' bzNipan 8+11 Y-33' 7.? 4 nagpkpWn lt'4 1P-T f�ll" T33' E mrypkapn la'-1' YS T.Y bilkynn 36'-Y 13'-Y I3'3Y double span ;P8 S mAgb span 3T-T IC-? 813' 9'S 5 mhgkryan 141.F double span Y 1l'10' 9'SC h8 8'.P dulkapn 13'3" Itl-15V T multiple span 3IJ N'S 11 IFI-T 9 P 0 6 nuhye span 344" P] Y-3 T-3' 6d Panel LhrShadovAlne Panel Sala.: 6 Shades-nue gn 69145641446914564144VnMom Load omen Parameter. MIMI.Load Minks{Method: Mandan!Nib Enmxke[bw/RI I/f)E[Fadeners Fastening method: Standard 2aoe 4nwMdtip W(21114"Ten Faaenen Exterior Face: 26 Ga.6abaaad Steel Exterior Facm 26 Ga.GaMnted steel Invest Fact 25 Ga.Ga Mated Steel lGa 26 .MANIAS Leel Deflection NM: OM Deflection VISO Stcausal Moan Gam 14 Ga StructucalimmoCausel 1444 xxxximanx Panel YAM Temal PlkmiKk NSU Men Ma amen Menai DOFrtnlat M mem Ma mm 1Mxxxa 9N66 SPIN CONDITION WYlI16WRFRF TM�S 5MepEPlgh X[WTYE WILLNYf.WM IN PS. ID3F EMF 30 MF 35 PSF 40 Py 453E NMF 25 PSF 3034 35 an 40 Pr 45 SOF 3 ID'q' 8Y 3 double span mhybpn gS Ti' 6]' 5'd" Name span 6'Y 2.5 mw seaWY 5" 6-S 5'8 S-] 35 bible Pan nAlpk sen 3 dzlikipn 104' CY 5" S 5'9' S-Y double Man mkgspan - )yl" 6'-IP 3 mNgk span 4 OweYyan 1011' 0'-11' S;0' S'4" n mXW qan 11'-9' YS" 6 Mr C-0 4 meltspan 5 buutla span 11'P Y-1" PA' 6d" double span nukyieapn 6P 6'3' 5ratio.span 6 double span ll'3P 9'-3' )LP 6A" 6'R 5=5' date span m4bk Wm 11+IP 9] BY 6'1l• 6'l" S'-S" 6 nWpk span IP-3' 83 gll" t-O 63 4'% Panel sat xss•944.4xx Panel Sercs: ICS nadmithe dale Pal-armee 04949444 asteAN MOM Faurke[bvs/1211/4'm Fasteners FFastening Meurtl: Standard OPMeCnceled Olpnen 211/4"3n Fanenrs ExterMace: 26 Gra Cm Amsted steel Utast-lam 2,G. .a N Interior Fate: 26 Ga. Malted Steel !vanpaStee DallectIon tin*: LAW Denectlan tam Ga VIm M LUOwal Suuqun Gay 14 M Structural Support Gauge: 34 Ga Panel WW1-h PanS WIM: 42" Thermal Mkrmlkk Not Man Mo moan Meme Demential: Nat taken Mo account NJRSTO TABU: Sims shown are ler negative uniform loads as*Spans may 4 yremed by soar Nato lrcwtip tempamuredIlerm a bleatFn requin6666 structural 666x66'616.4"6666.11666166 6flecenianr Conk Mamma Cm spent project apphrtMr t \a. KingsIn 8]]-638-3266•(386)626-6]89• Fax(386)626-6884 (209)531-9091• Fax(209)531-9055 Insulated Panels wwwkingspenDanels.us Rensed 0720/12 ffeid T� - Budding Permit May 15,2000 �W�t%'�" Version Commercial Hu Department use only ' 4,E City of Northampton Status of Permit' `.to Building Department Curb Cut/Driveway Permit tee I tap - ; 212 Main Street Sewer/SepticAvailability _ 4 - Room 100 Water/Well Availability 0 Northampton, MA 01060 Two Sets of Structural Plans z, . r phone 413-587-1240 Fax 413-587-1272 PIN/Site Plans 111116.. Other Specify APPLICe TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION t-SITE INFORMATION 1,1 Property Address: This section to be completed by office 7, 334- Psoc .ftJU.Th 1c (fj Map Lot Unit LOT '"37-004 Zone Overlay District -- -- -- --- -' Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: BEInefi /T%%h�« Name(Print) Current Marling Address z7 y .Rd I9w11e7 ,hk_. 81035- Signature Telephone 2.2 Authorized Agent: Azfie-jars�o7T cc ; l<CC Name rprink) Cunont Mallng Address I '/i F. 0, 130 _54-6 FA L Di7L'6 11(GLdSJ� Signature _ r'' Telephone O/1�,30 SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 4 S 20 4 1. Building (a)Building Permit Fee � _ 1 10 2- Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) , $.2 o 464 ., Qu Check Number (j4Qf 6 6 .30 This Section For Official Use Only Budding Permit Number Date Issued Signature: Building Commissioner/Inspector of lfulidines Date Version]7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations 0 Existing Wall Signs 0 Demolition 0 Repairs Additions 0 Accessory Building 0 Exterior Alteration 0 Existing Ground Sign 0 New Signs 0 Roofing Change of Use❑ Other 0 Brief Description Enter a brief description here. Tac pt 4C0- sz$Z Lg7c/Ft, .6✓itp2 Of Proposed Work: ,, C77 uertitG- /4..,fAJ/'. 4497 .i/,L.i4,4cG %e44/4265: _.... _ SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 0 A-2 0 A-3 0 1A 1 0 A-4 0 A-5 0 iB 0 B Business 0 2A 0 E Educational 0 28 I rig F Factory ❑ F-1 0 F-2 0 2C 0 H High Hazard 0 3A 0 I Institutional 0 I-I 0 1-2 0 I-3 0 38 0 M Mercantile 0 4 0 R Residential 0 R-1 0 R-2 0 R-3 0 5A 0 S Storage 0 s-i 0 S-2 0 58 0 U Utility I-Jf Specify' M Mixed Use ❑ Specify _.... _ S Special Use ❑ Specify. COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group 1L71LI ) -. • Proposed Use Group GLT/uT)' ._... Existing Hazard Index 780 CMR 34): 4- 1 _. Proposed Hazard Index 780 CMR 34) H-.I _. SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1" 2,5LD � l,} Gv ild 4 th th Total Area(sf) 2 slop Total Proposed New Construction(sf r gli- -Fetal Height(fl) 17 h Total Height fl /-f _.: 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public 0 Private 0 Zone Outside Flood Zone❑ Municipal 0 On site disposal systemO Version L7 Commercial Building Permit May 15,2000 S. NORTHAMPTON ZONING Existing Proposed Required by Zoning Buis column to be filled in by Building Department Lot Size Frontage . ... Setbacks Front Side L: R _. L _.. R .._... Rear Building Height _.-- - Bldg. Square Footage % - Open Space Footage % .. ..._... (Lot Bream nus bldg&paved parking) #of Parking Spaces - — -- Fill' (volume&Location) A. Has a Specie! Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW ® YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW ® YES Q IF YES: enter Book Page and/or Document ft B. Does the site contain a brook, body of water or wetlands? NO Of DON'T KNOW 0 YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it pad of a common plan that will disturb over 1 acre? YES 0 NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version l.7 Commercial Building Permit May IS, 2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: ._. _. .. Not Applicable 1$ Name(Registrant): .. . .. _ ... _. _.... - Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name __. Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility _ _. ... ..._ Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor I ,,� &JCLq _.CZJ// ucm,N g &t/i8elpV .076,1 )1C /4%Not Applicable Company Name. DwiG/� r .Sc427-- Responsible In Charge of Construction ?o , i o- A CGri✓G.Nic.c5 d7E? 0!030 Address .n'ature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No 41. SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR�I, APPLIES FOR BUILDING PERMIT I, KLntkh G -1 `Ot^ I et ,as Owner of the subject property hereby authorize DW ION r s-.77-- _... _ . . to act on my behalf, in all matters relative to work authorized by this building permit application. (/l��l r 6 _20- /6 .. .. Signet of Owner Date I, DW1 G/Aj s-,,,27-- __. . _... . ..._._ ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name 0-41 ature of 6wner/Agent p SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable 9 Name of License Holder: * to rr. 5-6077— © 67 : ......... License Number9 17 P,0 , E3 ox S¢6, Fa-PA/e-///ag /all, 0/030 ,2-i/-it Address / Expiration Date Led „ace- 4/3-47f-3943 Sbr,-re Telephone SECTION 13-WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes * No 0 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations —1� r ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia W'orkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/OrganizatioNlndividual): - - - ♦ /L V i '- -. / iG at Address: p. D , 6 ).- 54.6 City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of project(required): I.n I am a employer with 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction listed on the attached sheet. 7. ®Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-contractors have g, J Demolition workingfor me in anycapacity. employees and have workers' P ry ❑ 9. Building addition [No workers' comp. insurance comp. insurance; required.] 5. [ We are a corporation and its 10.1 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I L❑ Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §I(4),and we have no employees. [No workers' I3.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infomiation. r Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the nose of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. /ant an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: /i /n7 6,LT14--4C. / �7 Policy#or Self-ins.Tic.#: VWC /00 CO / Q 0 Z?.7 Q/h Expiration Date: ? 1r 20/9 Job Site Address: L or /439- Pee. / City/State/Zip: 1OA-T7/.0"1/214,))#7/4s Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of pedal),that the information provided above is true and correct. Signature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 4 City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: Ler # 3q_ ©D6 The debris will be transported by: (Glick/mss 7Li ttC)cJAb- The debris will be received by: APpn-o✓&v 171SPoJ-4L Piqc/0/y Building permit number: Name of Permit Applicant 6GC-7 / Ai(- ' / ✓(. / Date Signature of Permit Applicant BRAEMAR Building Systems STRUCTURAL DESIGN CALCULATION For Job No. T16 — 203 Table of Contents Page No. 1. Design Calculations DesCale.out 2 —21 2. Hand Calculations 22—37 3. Frame Design RFDes-1.out 38 —57 4. Front Sidewall Design SWDes-F.out 58 —62 5. Back Sidewall Design SWDes-B.out 63 —67 6. Left Endwall Design EWDes-L.out 68 —95 7. Right Endwall Design EWDes-R.out 96— 123 8. Roof Design RoofDes.out 124-292 11111i. ■ 3 � _ REWRIM,.. . . BRAEMAR WIELDING SYSTEMS LTD. 925 W KENYON AVE. #6 ENGLEWOOD, CO STRUCTURAL DESIGN CALCULATIONS FOR GENERAL CONSTRUCTION & ENVIRON 60 JUNIPER RIDGE DRIVE, FEEDING HILLS,MA NORTHAMPTON, MA T16-203 BUILDING LAYOUT Width (ft)= 40.0 Length (ft)= 64.0 Eave Height (ft)= 12.3/ 12.3 Roof Slope (rise/12 )= 4.00/ 4 .00 BUILDING LOADS Roof Dead Load (psf )= 6.0 Wall Dead Load Left Endwall (psf )= 3.0 Right Endwall (psf )= 3.0 Front Sidewall (psf )= 3.0 Back Sidewall (psf )= 3.0 Live Load (psf )= 20.0 Collateral Load (psf )= 0.5 Snow Load (psf )= 38.5 Wind Sneed (mph )= 180.0 Wind Code = MSC 10 (IBC 09) Closed/Open = C Exposure = C Internal Wind Coeff = -0.18, +0.18 Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category= B Seismic Coeff (Fa*Ss) = 0.27 Designer : 413-786-5453 Detailer : NOA 1R0 2 6/21/16 *** End Of Page *** T16-203 Design Loads For Building Components: 6/21/16 3:35pm FRONT SIDEWALL: BASIC LOADS: Edge_Strin_Ratio Basic Wind Load Ratio Zone Col/ Wind Deflect Factor Width Girt Panel Jamb 18. 6 1.00 1.00 4 .00 1.07 1.23 1.07 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct lona 17.7 -19.4 . . Girt/Header 22.0 -23.8 . . Panel 17.7 -19.4 . . Jamb 27. 9 -18. 6 . . Parapet BACK SIDEWALL: BASIC LOADS: Edge_StripRatio Basic Wind Load Ratio Zone Col/ Wind Deflect Factor Width Girt Panel Jamb 18.6 1 .00 1.00 4.00 1.07 1.23 1.07 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long 17.7 -19.4 . . Girt/Header 22.0 -23.8 . . Panel 17.7 -19.4 . . Jamb 27. 9 -18. 6 . . Parapet LEFT ENDWALL: BASIC LOADS: ----Edge_St_ip_Ratio - Dead Coll Live Snow Rain Basic Wind Load Ratio Zone Col/ Load load Load Load load Wind Deflect Factor Width Girt Panel Jamb 6.0 0.5 20 .0 38.5 0.0 18. 6 1.00 1.00 4.00 1.07 1.23 1.07 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 3.00 0.07 0.74 0.00 0.00 3 WIND PRESSURE/SUCTION: Wind Wind Press Suct 17.7 -19.4 . . Column 17.7 -19.4 . . Girt/Header 17.7 -19.4 . . Jamb 222.0 -23.8 . . Panel 27 .9 -18.6 . . Parapet 27 .9 -18.6 . . Transverse bracing, Facia/Parapet, WIND COEFFICIENTS: Column/Rafter Rafter Column/Brace Surf Wind1 Wind 2 Wind 2 Long Surface Id Left Right Left Right Left Right Wind Friction - 0.53 -0.75 0.89 -0.39 0.63 -0.88 -0.63 0.00 2 -1.17 -0.81 -0,8 -0.45 -1.17 -0.81 -0.87 0.00 3 -0.81 -1.17 -0.45 -0.81 -0.81 -1.17 -0.87 0.00 4 -0.75 0.53 -0.39 0.99 -0.88 0. 63 -0.63 0.00 COLUMN & BRACING DESIGN LOADS: Load ---Live- -- - Add Snow- Wind 1 Wind 2 Long_Wind Column Wind Long Tran Aux Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 32 1 1 .0D 1. 00 1 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0 0.00 2 1 .00 1.00 0.00 0.00 1 .00 0.00 0.00 0.00 0.00 0.00 0.0C 0.00 0.0C 0.010 0.00 0.00 0,00 0.00 0 0.00 3 1 .00 1.00 0.00 0.00 1.00 1 .00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0,00 1.00 0.00 1.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 0.80 0.80 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0.30 0.00 0.00 1.07 0.0C 0.00 0 0.00 6 0.80 0.80 0.33 0.00 0.08 0.00 0.00 0.00 0,00 3.00 0.00 1 .07 0.00 0.00 0.00 1 .07 0.00 0.00 0 0.00 7 0.80 0.80 0.00 0.00 0.33 0.03 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0.00 1 .07 0.00 0.002 C.00 8 0 .80 0.80 0.00 C.00 0 .33 0.33 0.00 0.00 0.00 0.00 1 .07 0.00 0.00 0.0C 0.00 1.07 0.00 0.00 0 0.00 9 0.80 0.80 0.00 0.00 0.33 0.00 0.33 0.00 0.03 0.00 1.07 0.00 0.00 0.00 0.00 1.0/ 0.00 0.00 0 0.00 10 0.80 0.80 0.00 0.00 0.33 0.00 0.00 0.00 0.00 0.00 0,00 1. 37 0.00 0.00 0.00 1.07 0.00 0.00 0 0.00 11 0.80 0.80 0.00 0.00 0.33 0.33 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0.09 0.00 1.07 0.00 0.00 0 0.00 12 0.80 0.90 0.00 0.00 0.33 0.00 0.33 0.00 0.00 0.00 0.02 1.07 0.00 0.00 0.00 1.37 0,00 0.00 0.00 13 0 .60 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1 .00 0.00 0,00 0.00 0 0.00 14 0.60 0.00 0.00 0.00 0.00 0.00 0.00 00.00 0.00 0.00 0.00 0.00 0.500 1.00 1.00 0.00 0.00 0.00 0 0.00 15 0. 60 0.00 0.00 0.00 0.00 0.00 0.03 0.00 1,00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 0.00 0.00 0.00 16 0.60 0.00 0.00 0,00 3.00 0.00 0.00 0.00 0,00 1.00 C.00 0.00 0.00 0.00 0.00 1,00 0.00 0.00 „ 0.00 4 17 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1 .00 0.00 0.00 0 0.00 18 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 19 1.03 1.03 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.03 0. 00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 20 1.03 1.03 0.00 0.00 0.00 0.00 '3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 C.00 21 0.82 0.82 0.33 0.00 0.00 0.00 0.00 0.00 0. 00 0. 00 0.00 0.00 0 .00 0.00 0.03 0.00 0.00 0. 67 0 0.00 22 0.82 0.82 0.33 C.00 0.00 0.00 0.00 C. 00 0.00 0.00 0.00 0.00 0 .00 0.00 0.03 0.00 0.00 -0.67 0 0.00 23 0.82 0.82 0. 00 0.00 0.17 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.30 0.67 0 0.00 24 0.82 0.82 0.00 0.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0. 67 0 0.00 25 0.82 0. 82 0.00 0.00 0. 17 0.17 0.00 0 .30 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 3.00 0.67 0 0.00 26 0.82 0.82 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.00 3.00 0 .00 0.30 0.00 0.00 0.00 -0. 67 0 0.00 27 0.82 0. 82 0.00 0.00 0.17 0.00 0. 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 67 0 0.00 28 0.82 0.82 0.00 0.00 0.17 0.00 0.17 0.30 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.30 0.00 -0.67 0 3.00 29 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 3.00 0.00 0.00 0.70 0 0.00 30 3.57 0. 00 0.00 0.30 0.00 0.00 0. 00 0.00 0. 30 0.00 0.00 0.00 0.00 0.00 0. 00 0.03 0.00 -0.70 0 0.00 31 1 .00 1.00 0. 00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 32 1.00 1. 00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0. 00 0.00 0.00 0.00 3.00 2 1.00 RAFTER DESIGN LOADS: Load -Add Scow- Wind_l Wind_2 Long Aux Load No Id Dead Coll Live Snow Drift Slide Rain Left Right Left Right Wind Seis Id Coe` 26 1 1.00 1. 00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1. 00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0. 00 3 1.00 1 .00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1. 00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0 0. 00 5 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.03 0.00 0.00 0.00 0 0. 00 6 0.60 0.00 0.00 0.00 0.30 C.00 0.00 0.00 1 .00 0.00 0.00 0 . 00 0.00 0 0.03 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0. 00 9 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1 .30 0.00 7 2 .00 10 0.60 0.00 0.00 0.00 0. 00 0.00 0.00 0. 00 0.00 0.00 0.00 1.00 0. 00 8 1 .00 11 0.60 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 9 1.00 12 0.60 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 1.00 13 0.8C 0.80 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 C 0.03 14 0.60 0.80 0.33 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 -C .67 0 0.00 15 0.80 0.80 0.00 0.17 3.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0. 67 0 0.00 16 0.80 0.80 0.00 0.17 0.00 0.00 0.00 0.00 3.0C 3.00 0.00 0.00 -0. 67 0 0.00 17 0.80 0.80 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 67 0 0.00 18 0.80 0.80 0.00 0.17 0. 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0. 67 0 0.00 19 0.80 0.80 0.00 3.17 0.00 0.27 0.00 3.00 0. 00 C.00 0.00 0.03 0. 670 0.00 20 3.80 0.80 0.00 0.17 0.00 0.17 0.00 0.00 0.03 0.00 0.00 0.00 -0. 67 0 0.00 21 1.00 1.00 0.00 0.01 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 1 1.00 5 22 1 .00 1.00 0.30 0.01 0.00 0.00 0. 00 0 . 00 0.00 0 .00 0.00 0.000 .00 2 1 .00 23 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 24 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1 .00 25 1..00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 26 1.00 1.00 0.01 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 6 1.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 10 1 ElUNB SL L 3 1 0.30 2 1.20 3 0.79 2 E10NB_SL_R 3 2 0.30 1 1 .20 4 0.79 3 E1_'AT LL 1 3 5 1.00 e 1 .00 7 1 .00 4 E1PAT_,LL_2 3 6 1.00 7 1.00 8 1.00 5 E1PAT_LL_3 2 5 1.00 8 1 .00 6 EIPAT LL 4 2 6 1.00 7 1 .00 7 LWIND1 L 1 9 1.00 8 LWIND1. R 1 10 .1.00 9 LWIND2 1 9 1.0C 10 LWIND2 R _ 10 1.00 .ADDITIONAL LOADS: No. Add Loc Basic Load Fx Fy Mom X Y . . Conc Add Id Id Load Type W1 W2 Co D11 D12 . . Dist 10 1 3 U SNOW D -0.32 -0 .32 -0.33 0.00 21.08 2 2 U SNOW D -0.32 -0.32 0.33 0.00 21.08 3 2 U SNOW D -0.32 -0.32 0. 33 11.02 21.08 4 3 U_SNOW D -0.32 -0.32 -0.33 0.00 9.56 5 2 U LIVE D -0.17 -0.17 0.33 0.00 11 .60 6 2 U LIVE D -0.17 -0.17 0.33 11.60 21 .08 7 3 U LIVE D -0.17 -0.17 -0.33 0,00 9.49 8 3 U LIVE D -0.17 -0.17 -0.33 9.49 21 .04 9 2 U _WIND D 0.06 0.06 0.00 0.00 8.00 10 3 Ci WIND J 0.06 0.06 0.00 13.08 21.08 STEPPED LOAD COEFFICIENTS: Basic Location No. ...No. Load Use Id Step Locate Coef Locate Coef Locate Coat WINDLI - 2 2 20.00 1.00 21.08 0.69 WINDR1 - 3 2 1 .08 0. 69 21.08 1.00 WINDL2 R 2 2 20,00 1.00 21.08 0.56 WIND32 R 3 2 1.08 0 .56 21 .08 1.00 WINOL2 C 2 2 20.00 1.00 21.08 0. 69 WINDR2 C 3 2 1.08 0.69 21.08 1.00 RIGHT ENJWALL: 6 BASIC LOADS: ----Edge_S trip_Ratio---- Dead Coll Live Snow Rain Basic Wind Load Ratio Zone Col/ Load Load Load Load Load Wind Deflect Factor Width Girt Panel Jamb 6.0 0.5 20. 0 38.5 0.0 18 .6 1.00 1.00 4.00 1.07 1.23 1.07 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 3.00 0.07 0.74 0.00 C. 00 WIND PRESSURE/SUCTION: Wind Wind Press Suet 17.7 -19.4 . . Column 17.7 -19.4 . . Girt/Header 17.7 -19.4 . . Jamb 22.0 -23.8 . . Panel 27. 9 -18.6 . . Parapet 27.9 -18.6 . . Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Column/Rafter Rafter Column/Brace Surf Wind_l Wind_2 Wind 2 Long Surface Id Left Right Left Right Left Right Wind Friction 0.53 -0.75 0.89 -0.39 0. 63 -0.88 -0.63 0.00 2 -1.17 -0.91 -0.81 -0.45 -1.17 -0.81 -0.87 0.00 3 -0.81 -1.17 -0.45 -C.81 -0.81 -1.17 -0.87 0.00 4 -0.75 0.33 -0.39 0.89 -0.88 0.63 -0.63 0.00 COLUMN & BRACING DESIGN LOADS: Load ---Live--- --Add_Snow- Wind_1 Wind_2 Long Wind Column_Wind Long Tran Aux_Load - No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 32 1 1.00 1.00 1.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.0C 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 1.00 0.00 3.00 0.00 0.00 C.00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1 .00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0. 00 0.00 0.00 0.00 C. 00 0.00 0.00 0.00 0.00 0.00 0 0. 30 4 1.00 1.00 0.00 0.00 1.00 0.00 1 .00 0.00 0.00 0.00 0.00 0.30 0.03 0.00 0.00 0.00 0.00 0.00 0 0.00 5 0.80 0.80 0.33 3.00 3.00 0.00 0.00 0.00 0.00 0.00 1.07 0.03 0.00 0.00 0.00 1.07 0.00 0.00 0 0.00 6 0.80 0.80 0.33 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.03 1.07 0.00 0.00 0 0.00 7 0.80 0.83 0.00 0.00 0.33 0.00 3.00 0.00 0.00 0.00 1 .37 0.00 0.00 0.00 0. 30 1 .07 0.00 0.00 0 0.00 8 0.80 0.80 0.00 0.00 0.33 0 .33 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0 0.00 9 0. 80 0.80 0.00 0.00 0.33 0.0C 0.33 0.00 0.00 0.00 1 .07 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0 0.00 10 0.80 0.80 0.00 0.00 0.33 0.00 0.00 0.00 0.00 0.03 0.00 1.07 0.00 0.00 0.00 1. 37 0.00 0.00 0 0.00 11 0.80 0.80 3.00 0.00 0.33 0 .33 0.00 0.00 0.07 0.00 0.00 1 .07 0.00 0.00 0.00 1.07 0.00 0.00 0 0.00 7 12 0.80 0.80 0.00 0.00 0 .33 0 .00 0.33 0.00 0.00 0.00 0.00 1 .07 0.00 0.00 0.00 1.07 0.00 0.00 0 0.00 13 0. 60 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0 .00 0.00 1.20 0.00 1.00 0.00 0.00 0.00 0 0.00 14 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 1.00 1.00 0.00 0,00 0.30 C 0.00 15 0.60 0.00 0.06 0.00 0.00 0.00 0.00 3.30 1.00 2.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.03 16 0.60 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 1 .00 0.00 0.00 0.00 0.00 0.00 ..00 0.00 0.00 0 0.02 17 0.60 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0 0.00 18 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 19 1 .03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 20 1.03 1.03 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0,00 0.00 9.00 0.00 0.00 0.00 0.00 -0.70 0 0.0C 21 0. 82 0.82 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 ,000 0.67 0 0.00 22 0.82 0.82 0.33 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 -0.57 G 0.00 23 0.82 0.82 0.00 7.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.67 0 0.00 24 0. 82 0.82 0.00 0.00 0.17 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 -0.67 0 0.00 25 0,82 0.82 3.00 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0 0.00 26 0.82 0.82 0,00 0,00 0.17 0.17 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.0C 0.00 -0.67 0 0.00 27 0.82 0.82 0.00 0.00 0.17 0.00 0.17 0.20 0.00 0.00 0.30 0.00 3.00 0.00 0.00 0.0C 0.00 0.67 0 0.00 28 0.82 0.82 0.00 0.00 C .17 0 .00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.67 0 0.00 29 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.0C 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.70 0 0.00 30 0.57 C.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 31 1.00 1.00 0.00 0.00 C.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 32 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.90 0.00 0.00 0.00 0.80 0.00 0.00 0.00 0.00 2 1.00 RAF ER DESIGN LOADS: Load --Add Snow- Wind wind_2 Long Aux Load No Id Dead Coll Live Snow Drift Slide Rain 8eft Right Left Right Wind Seis Id Coef 26 1 1.00 1.00 1 .00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1 .00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0 0.00 3 1 .00 1.00 0.00 1 . 00 1.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 2.00 1.00 3.00 0.00 0.00 0.00 0.00 0.00 0.90 0 0.00 5 0. 60 0.00 0.00 0400 0.00 0.00 0.0C 1.00 0.00 9.00 0.30 0,00 0.00 0 0.00 6 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 7 2 .60 0.00 0.00 C .00 0.00 0.00 0.00 0 .00 0.00 1.00 0.00 0,00 0.00 0 0.00 8 0.60 0.00 0.00 0.20 0 .00 0.00 0.00 0.00 0.00 0.00 1.03 0.00 0.0C 0 0.00 9 0.60 0_02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 7 1.30 10 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0,00 0.00 0.00 1 ,00 0.00 8 1.00 11 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 9 1.00 8 12 0.60 0 .00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 1.00 13 0.80 0.80 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 67 0 0.00 14 0.80 0.80 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0. 67 0 0.00 15 0.80 0 .80 0.00 0. 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 C.67 0 0.00 16 0.80 0 . 80 0. 00 0.17 0.00 0.00 0.00 C.00 0.0C 0.00 0.00 0.00 -0.67 0 0.00 17 0.80 0.80 0.00 0.17 0.17 0.00 0.00 0.00 0. 00 0.00 0.00 0. 00 0. 67 0 0.00 18 0.80 0 .80 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0. 67 0 0.00 19 0.80 0.80 0.00 0. 17 0.00 0.17 C.00 0.00 0.00 0.00 0.00 0.00 0. 67 0 0.00 20 0.80 0.80 0.00 0. 17 0.00 0.17 0.00 0.00 0.00 5.00 0.00 0. 00 -3. 67 0 C.00 21 1 .00 1 .00 0.00 0.01. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 1 1.00 22 1.00 1 .00 0.00 0.01 0.00 0.00 C.00 C.00 0.00 0.00 0.00 0.00 0. 00 2 1.00 23 1.00 1.00 0.01 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 3 1.00 24 1 .00 1.00 0.01 0.00 0.00 0.03 0.00 0.00 0.00 0.00 C.00 0.00 0.00 4 1.00 25 1 .00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 5 1 . 00 26 1.00 1.00 0.01 0.0C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 1.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 10 1 E2UNB_SL_L 3 I 0.30 2 1.20 3 0.79 2 E2UNB SL_R 3 2 0.30 1 1.20 4 0.79 3 E2PAT_LL_1 3 5 1.00 6 1.00 7 1.00 4 E2PAT LL 2 3 6 1.00 7 1.00 8 1.00 5 E2PAI_LL_3 2 5 1.00 8 1.00 6 E2PAT_LL_4 2 6 1.00 7 1.00 7 IWINE1 L 1 9 1.00 8 LWIND1 R 1 IC 1.00 9 LWIND2_L 1 9 1.00 10 LWIND2 R 1 10 1.00 .ADDITIONAL LOADS: No. Add Loc Basic Load Ex Fy Mom X Y . . Conc Add Id Id Load Type W1 W2 Co 011 D12 . . Dist 10 1 3 U SNOWC -0.32 -0.32 -0.33 0.00 21.08 2 2 U SNOW D -0.32 -0.32 0.33 0.00 21.08 3 2 U SNOW D -0.32 -0.32 0.33 11.52 21.08 4 U_SNOW D -C.32 -0.32 -0.33 0.00 9.56 5 O LIVE D -0. 17 -0.17 0.33 0.00 12. 65 6 U LIVED -0.17 -0.17 0.33 12. 65 21.08 7 U LIVE D -0.17 -0.17 -0.33 0.00 8.43 8 U LIVE D -0.17 -0.17 -0.33 8.43 21.08 9 U_WIND D 0.06 0.06 0.00 0.00 8.00 10 U WIND D 0.06 0.06 0.00 13. 08 21.08 STEPPED LOAD COEFFICIENTS: Basic Location No. No. Load Use Id Step Locate Coef Locate Coef Locate Coef 9 WINDL1 - 2 2 20.00 1.00 21 .08 0.69 WIN22 - 3 2 1.08 0.69 21.08 1.00 WINDE2 R 2 2 20.00 1.00 21.08 0.56 WINDR2 R 3 2 1.08 0.36 21.08 1.00 WINDL2 C 2 2 20.00 1.00 21 .08 0.69 WINDR2 0 3 2 1.08 0.69 21.08 1.00 ROOFDES: BASIC LOADS: Dead Coll Live Snow 3air. Basi. t Wind Lead Ratio Surface Seis % Load Load Load Load Load Wind Deflect Factor Friction Factor Snow 6.0 0.5 20.0 38.5 0.0 18 ,6 1.00 1.00 0.00 1.000 0.50 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Suct Roof 10.0 -18.3 . . Purlins 0.0 -41.3 . . Gable Extensions 12.7 -20.1 . . Panels 7 .4 -5.4 -12.9 . . Long Bracing, Building 11.9 -8.0 . . Long Bracing, Wall Edge Zone 27.9 -18.6 14 .9 . . Long Bracing, Facia/Parapet EDGE & CORNER ZONE WIND: Wind Surf No. Zone --Purlin--- ---Panel--- Id Id Zone Id. Width Length Press Suct Press Suct 1 2 9 1 0.00 0 .02 1.00 1.00 1.00 1 .00 3 0.02 4 .20 1.00 1 , 41 1 .20 1.73 4 4.00 00.0 1.00 1 . 41 1.00 1.73 5 0.00 4.00 1.00 1 .41 1.00 1.73 6 4.00 0.00 1.00 1.41 1.00 1.73 7 4.00 4.00 1.00 2.22 1.03 2 .57 8 4.00 4.00 1.00 2.22 1.00 2.57 9 4.00 4.00 1.00 2.22 1.00 2.57 10 4.00 4 .00 1 .00 2.22 1 .00 2.57 3 9 1 0.00 0.00 1.00 1 .00 1 .00 1.00 3 0.00 4.00 1.00 1 .41 1.00 1 .73 4 4.00 0.00 1.00 1.41 1.00 1.73 5 0.06. 4.00 1.00 1. 41 1.00 1.73 6 4.00 0.00 1.00 1.41 1.30 1.73 7 9.00 4.00 1 .00 2 .22 1.00 2.57 8 4.00 4.00 1.00 2.22 1.00 2.57 9 4,00 4.00 1.00 2.22 1.00zs� .57 10 4.03 4.20 1.00 2.22 1.00 2.57 2 2 1 2. 0.00 0.00 1 .00 1.00 1.00 1.00 3 1 1 0.00 0.00 1.00 1.00 1 .00 1.00 EDGE & CORNER ZONE. WIRD: LONGITUDINAL Wind Surf No. Zone Purlin Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.00 1.00 3 1 1 0.00 0.00 1.00 2 2 1 1 0.00 0.2 1.00 3 1 1 C.00 0.00 1 .00 10 PORLIN DESIGN LOADS; Surf --Load- --Add Snow- Wind Wind Aux_Laad Id No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Id Coef 2 22 1 1.00 1.00 1 .00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1. .00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 D.00 1.00 0.00 0.00 0.00 0 0.00 5 0.80 0.80 0.33 0.00 0.00 0.00 0.00 1.07 0.00 0 0.00 6 0,80 0.80 0.00 0.33 0.00 0.00 0.00 1.07 0.00 0 0.00 7 0,80 0.80 0.00 0.33 0.33 0.00 0.00 1.07 0.00 0 0.00 8 0.80 0.80 0.00 0.33 0.00 0.33 0.00 1.07 0,00 0 0.00 9 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 10 1 ,00 1 .00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 3 1.00 11 1. . 00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 4 1.00 12 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 5 1 .00 13 1,00 1.00 0.00 0.50 0.00 0.00 0.00 3.00 0.00 1 1.00 14 1.00 1.00 0.00 000.50 0.00 0.03 0.00 0.00 0.00 2 1.00 15 7. .00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1 -1.00 16 1 .00 1. 00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 17 1 ,00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0 .00 6 2.00 18 1.00 1.00 0.01 0,03 0.00 0.00 0.00 0.00 0.00 7 2 .00 19 1.00 1.00 0.01 0.00 0.00 0.00 0.00 8.00 0.00 8 2.90 20 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 9 2.0C 21 1..00 1.00 0.01 0.00 0.00 0.00 0,00 0.00 0.00 10 2.00 22 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0. 30 0.0011 1 .20 3 22 1 1,00 1.00 1.00 0,00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1 .00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1. . 00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0 0.00 4 1..00 1.00 0.00 1.00 0.00 1.00 0.00 C.00 0.00 0 0. 00 5 0,80 0.80 0.33 0.00 0.00 0.00 0.00 1.07 0,00 0 0. 00 5 0.80 0.80 0.00 0.33 0.00 0.00 0.00 1.07 0.00 3 0.00 7 0.80 0.80 0.00 0.33 0.33 0.00 0,00 1.07 0.00 0 0 .00 8 0.80 0.80 0.00 0.33 0.00 0.33 0.00 1.07 0.00 0 0. 00 9 0.60 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 C. 0.00 10 1.00 1.00 C.00 0.50 0.00 0.00 0.00 0.00 0.00 3 1.00 11 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 4 1.00 12 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 .00 5 1.00 13 1 .00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 1 1.00 14 1.00 1.0C 0.00 0.50 0.00 0.00 0.00 0.00 0.00 2 1 .00 15 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1 -1.00 16 1.00 1.00 0.00 1.00 0.00 0.0C 9.00 0.03 0.00 -1.00 17 .1 .00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 6 2 .00 18 1 .00 1.00 C.01 0.00 0.00 0.00 0.00 0.00 0.00 7 2 .00 19 1 .00 1.00 0.01 0.00 0. 00 0.00 0.00 3.00 0.00 6 2.00 20 1.30 1.00 0.01 0.00 0.00 0.70 0.00 0.00 0.00 9 2.00 21 1 .00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 10 2.09 22 1. .00 1. 00 C.00 0.01 0.00 0.00 0.00 0.00 0,00 11 1 .20 BRACING DESIGN LOADS: --Load- --Add_Snow- Wind Wird Seis Aux Load No. Id Dead Coll live Snow Drift Slide Rain Press Svc_ Load Id Coef 14 1 1.00 1,00 0.00 1.00 0.00 0.00 0.00 0.00 1 .00 0.00 0 0.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0. 00 0.00 0 0.0C 3 1 .00 1 .00 0.00 1,00 1 .00 0.00 0.00 0.00 1.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 1.00 0.00 0.00 C.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 1.00 0.00 1.00 0.80 0.00 1.00 0.00 0 0.00 6 1 .00 1 .00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 U 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.0.0 1.00 0. 00 0 0.00 8 0.60 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.03 1-03 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 10 1.02 1.02 0.75 0.00 0.00 0.00 0 .00 0.00 0.00 0.52 0 0.00 11 1.02 1.02 0.00 0.38 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 12 1.02 1.02 G.00 0.38 0.38 0.0C 0.00 0.00 0.00 0.52 0 0.00 13 1.02 1002 0.00 0.38 0.00 0.38 0.00 0.00 0.00 0.52 0 0.00 :A 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 AUXILIARY LOADS: No. Aux Aux NC. Add Road Aux Id Name Load Id Coef 11 1. PAT SL I 1 1. 0.5G 2 PAT SL 2 1 4 0.50 3 PAT SL�3 2 0.50 2 .50 4 PAT_SL84 2 2 0.50 3 0.50 5 PAT_SL_S 2 3 0.30 4 0.50 6 PA? L', 1 2 5 0.50 6 0.50 7 PAT L. 2 2 6 0.50 7 0.50 u PAT L,: 3 2 7 0.50 8 0.50 9 PAT_LL_4 2 5 0.50 7 0.50 10 PAT_L::.,_5 2 6 0.50 8 0.50 11 7NB_SL 4 9 1.00 10 0.99 1.1 1.00 12 0. 99 ADDITIONAL LOADS: No. Add Surf Basic Load Ey Dx . . Cone Add Id Id Load Type W_". W2 Dxl Dx2 . . Dist 12 1 0 U SNOW D -38.3 -38.5 1.0 17.0 2 0 0 SNOW 0 -38.5 -38.5 17.0 33.0 3 0 U SNOW D -38.5 -38.5 33.0 49.0 4 C U SNOW 0 -38 .5 -38.5 49.0 65.0 5 0 U LIVE D -20.0 -20.0 1.0 17.0 6 0 U_LIVE D -20.0 -20.0 17.0 33.0 7 0 U LIVE 0 -20.0 -20.0 33.0 49.0 6 0 U LIVE D -20.0 -20.0 49.0 65.0 9 2 U_SNOW D -38.5 -38.5 0.0 21.1 10 2 U_SNOW a -38.5 -38.5 11.5 21.1 11 3 U SNOW D -38.5 -38.5 0.0 21.1 12 3 U SNOW U -38.5 -38.5 0.0 9.6 RIGID _FAKE # 1 : BASIC LOADS: Basic Dell Temperature Dead Coll Live Snow Rain Wind Ratio Change 6.2 0.5 20 .0 38.5 0.0 18. 6 1.00 0 12 BASIC LOADS AT RAVE: Seismic Weak Axis_L Weak Axis_R --Torsion-- -EW &race- Load Wind Seis Wind Seis Wind Seis Wind Seis 0.35 0.00 0.00 0.00 0.00 0.00 0.0C 3.00 0.00 WIND COEFFICIENTS: Surf --Wind 1- -- --Wind 2--- Long Wind Surface Id Left Right. Left Right 1 2 Friction 1 0.34 -0.61 0.71 -0.24 -0. 63 -0.27 0.00 2 -0.87 -0. 65 -0.51 -0.23 -0.87 -0.51 0.00 3 -0.65 -0.87 -0.29 0.51 -0.97 -0.51 0.00 4 -0.61 0.34 -0.24 0.71 -0.63 -0.27 0.03 DESIGN LOADS: -Load- ---Li ae--- '...-AddSnow- --Wind 1- --Yind_2- Long_Wind -- Seismic- Asx Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Dr Long Tran Temp Id Coef 66 1 1.. 30 1 .00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 7.00 0.00 0.00 0.00 0.00 0.00 0.0E 0.00 0.00 0.00 0.00 0.00 0.00 C.00 0 3.00 3 1 .0C 1 .00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.30 4 1.00 1.03 0.00 0.00 1.03 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.90 3.00 0.30 0.00 3.00 0 3.03 5 1.00 1.00 C.00 0,00 1 .00 1 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1 .00 0.00 0.00 1.03 1.00 0.00 0.00 C.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 2 0.00 7 1 ,00 1.00 0.00 0.00 1 .00 0.00 1.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0. 00 0 0.00 8 1. 00 1 .00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 3.0E 0.00 0.00 0.00 0 0.00 10 1 .00 0 .00 0.00 0.30 0.00 0.0C 0.00 0.00 0.00 3.0C 0.00 0.00 0.00 0. 00 0.00 0 .00 0.00 0 0.00 11 0.80 0.80 0.33 0,00 0.00 0.00 0.00 0.00 1.37 0.00 0.00 0.00 0.00 0.03 3 .00 0.00 0.00 0 0.00 12 0.80 0.80 0.33 0 . 00 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 0.80 0.80 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 07 0. 00 0.00 C .00 0.03 0.00 0.00 0 0.0C 14 0.60 0.80 0.33 0.00 0.00 0.00 0.00 2.00 0.00 0.03 0.00 1.07 0.00 0.00 0.00 0 .00 0.00 0 0.00 15 0.80 0.80 0.00 0.00 0.33 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.03 16 0.83 0.80 0.00 0.00 0.33 0.33 0.00 0_00 1.07 0.00 0.00 0.00 3.00 0.00 0 .00 0.00 0.00 0 0.00 17 0.80 0.80 0.00 0.00 0.33 0.00 0.33 0.00 1 , 37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 C.00 0 0.00 18 0.80 0. 80 0.00 0.00 0.33 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 0.80 0.83 0.00 0.00 0.33 0.33 0.00 0.09 0.30 1.07 0.00 0.00 4.00 0.03 0.00 0.00 3.00 0 0.00 13 20 0.80 0.80 0.00 0.00 0.33 0.00 0.33 0.00 0.00 1 .07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 0.80 0.80 0.00 0.00 0.33 0 .00 0.00 0.00 0.00 0.00 5,07 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 0.80 0.80 0.00 0 .00 0.33 0.33 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0.00 0. 00 0.00 0 0.00 23 0.80 0.80 0.00 0.00 0.33 0.00 0.33 0.00 0.00 0.00 1,07 0.08 0.00 0.00 0.00 0.00 0.00 0 0.00 24 0 .80 0.80 0.00 0.00 0.33 0.00 0,00 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0.00 0.00 0 0.00 25 0.80 0.80 0.00 0.00 0.33 0.33 0.00 0.00 0.03 0.00 0.00 1.07 0.00 0.00 0.00 0.00 0.00 0 0.00 26 0.80 0.80 0.00 0.00 0.33 0.00 0.33 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0 .00 0.00 0.00 0 0.00 27 0.60 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 1.. .00 0.00 0.00 0.00 0.00 0.00 0.00 C.00 0.00 0 0.00 28 0.63 0,00 0.00 C.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0 0,00 29 0. 60 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 C .00 0.00 0.00 0.00 0,00 0 0.00 30 0.50 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1..00 0.00 0.00 0.00 0.00 1 1.00 32 0.60 0,00 0.00 0.00 0.00 C.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 2 1.00 33 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 C.00 0.00 0.00 1 1.00 34 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0,00 2 1.00 35 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 .00 3 1.00 36 0. 60 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 4 1.00 37 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,00 0.00 0.00 0.00 3 1.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 41 .00 39 1 .03 1 .03 0.00 0.0C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 40 1.03 1.03 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.70 0.00 0 0.00 41 0.82 0,82 0.33 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0 . 67 0.00 0 0. 00 42 0.82 0.82 0.33 0.00 0.00 0.00 0.00 0.00 0.90 0.30 0.00 0.00 0.00 0,00 0.00 - 0.6r 0.00 0 0.00 43 0.82 0.82 0.00 0 .00 0.07 0.00 0,00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0. 67 0.00 0 0,00 44 0.82 0,82 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0. 00 0.00 - 0.67 0.00 0 0.00 45 0.82 0.82 0.00 0.00 0 .07 0.07 0.03 0.00 0.00 0.00 3,00 0.00 0.00 0.00 0 .00 0.67 0.00 0 0.00 46 0.82 0,82 0.00 0.00 0.07 0.07 0,00 0.00 0.00 0.00 0.00 0.00 0 ,00 0.00 0.00 - 0.67 0,00 0 0.00 47 3.82 0.82 0.00 0.09 0.07 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0 0.00 14 48 0.82 0.82 0.00 0.00 0.07 0.00 0.07 0.00 0. 00 0.00 0.00 0.00 0. 0C 0.00 0.00 - 0.67 0.00 0 0.08 49 0.57 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.70 0.10 0 0.00 50 0,57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 - 0.70 0.00 0 0.00 51 1.03 1.03 0.00 0.00 0.00 0.00 0.03 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 52 1 . 03 1 .03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.70 0.00 0.00 0 0.00 53 0.82 0.82 0.33 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0 0.00 54 0.82 0 .82 0.33 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 67 0.00 0.00 0 0.00 55 0.82 0.82 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0 0.00 56 0.82 0.82 0.00 0.00 0.07 0,00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0 0.00 57 0.82 0.82 0.00 0.00 0.07 0,07 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0. 67 0.00 0.00 0 0.00 58 0.82 0.82 0.00 0.00 0.07 0.07 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.05 0.67 0.00 0.00 0 0.00 59 0.82 0.82 0.00 0.00 0.07 0.00 0.07 0.00 0.00 0.00 0. 00 0.00 0,00 0.00 0.67 0.00 0.00 0 0.00 60 0.82 0 .82 0.00 0.00 0.07 0. 00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 67 0.00 3.00 0 0.00 61 0.37 0.03 3.00 0.00 0.00 0.00 0.00 0 .00 0.30 0.00 3.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 62 0,57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 63 1 .00 1.00 0.00 0.00 3.01 0.00 0.00 3.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 64 1,00 1.00 0.00 0.00 0.01 0.00 0. 00 0. 00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 65 1.00 1.00 0,00 0.00 0.01 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 6 1.00 66 1 .00 1 .00 0.00 0, 00 2.01 0.00 0.00 0.00 0.00 0.00 0.0C 0.00 0 . 00 0.00 0.00 0.00 0.00 6 1.00 AUXILIARY LOADS: No. Aux Aux No. Add Load Aux Id Name Load Id Coeff 6 1 LWIND1 L2E 1 1 1.00 2 LWIND1. R2E 1 2 1.00 3 LWIND2 L2E 1 1 1.00 4 LWIED2 R2E 1 2 1 .00 5 F1UN8 SL L 3 3 0.30 4 1.20 5 0.79 6 FlUNB_Si_R 3 4 3.30 3 1.20 6 0.79 ADDITIONAL LOADS: No. Add Surf Basic Load tom- Ey Mom 2x Dy .. Cone Add Id Id Type Type Wi W2 Co D.11 D12 . . Dist 6 1 2 0 WIND 3 0.11 0.11 0. 100 0.00 8.00 15 2 3 U_WIND D 0.11 0.11 0.000 13.38 21.08 3 3 U SNOWv 3, -0.55 -0.55 -0,330 0.00 21.08 4 2 U SNOW D -0.55 -0.55 0.330 0.00 21.08 5 2 U SNOW D -0.55 -0.55 0,330 11.52 21.08 6 3 U SNOW D -0.55 -0.55 -0.330 0.00 9.56 STEPPED LOAD COEFFICIENTS: Basic Surf No. No. Load Id Step Locate Coef Locate Coef Locate Coef 4 WINDLI 2 2 20.00 1.00 21 .08 0.74 WINDRI 3 2 1.08 0.74 21.08 1.00 WINDL2 2 2 20.00 1.00 21.6E 0.56 WINDR2 3 2 1 .08 0.56 21.08 1.00 *** End Of Page *** T16-203 Reactions, Anchor Bolts, 6 Base Plates: 6/21/16 3:35pm ..---- --.._'- -----Foundation Loadsik } Frame Col Max Pos_Va1 Max Neg_Val Anc._Bolt Base Plate Line Line Id Horz Vert Id Horz Vert No. Dram Width Len Thick 1 F 7 0.0 -2.5 7 0.0 -2.5 2 0.625 7.00 8.00 0.250 8 0.0 2.3 • E 9 2 .9 10 -1,7 -1.6 2 0. 625 7.00 8.00 0.250 11 0.0 9.9 12 1 .8 -3.0 1 B 9 2.0 -1.3 10 -1 .7 -1.6 2 0. 625 7.00 8.00 0.250 13 0.0 9.9 12 1.8 -2.4 1. A 7 0.0 -1.2 7 0.00 -1.2 2 0.625 7.00 8.00 0.250 8 0.0 2.3 5 A 7 0.0 -2.5 7 0.0 -2.5 2 0.625 7 .00 8.00 0.250 8 0.0 2,7 1 C 9 2.0 -1.8 10 -1.7 -1. 5 2 0.625 7.00 8.00 0.250 14 0.0 9.6 12 I .8 -2.8 5 C 9 2.0 -1.3 10 -1 .7 -1 .5 2 0. 625 7.00 8.00 0.250 15 0.0 9.5 2 1..8 -2 .3 5 7 0.0 -1.3 7 0.0 -1.3 2 0.625 7 .30 8.00 0.250 8 0.0 2.7 1111_ 1111__ __ ...1111 1111_ ___ 1111_ • n 1 7.9 11 .0 2 -2.5 -4.3 4 0.750 6.00 10.00 0.375 3 7 .8 17 ,3 4 -0.4 -5. 8 • A 5 2.5 -4.3 3 -7.9 11 .01 4 0.750 6,00 10.00 0.375 -7.8 17.11 6 0.4 -5.8 2* Frame Lines:2 3 4 LOAD COMBINATIONS: Id Combinacion Oead+CollateraltFlUNB SL R 16 2 0.6Dead+Wind Leftl 3 Dead*Collateral+FlUNB SL 4 0.6Dead+Wind_Longi-LWIND1_L20 5 0, 6Dead+Wind Right'l 6 0.6Dead+Wind Longl+'LWINDi_R2E 0. 6Dead+Wind Lef_2+Wind Suction 8 Dead+Collateral+Snow+Slide Snow 9 0.BDead+0.8Collateral+0.33li.ve+1.07Wir:dRiaht2+1 .07wind_Suction 10 0,6Dead+Wind Pressure+Wind _ongl 11 Dead+Collateral+E10NB SL I, 12 0. 6Dead-Wind Rioht2+Wind Suction 13 Dead+Col:.ateral+ESUNB SL_R 14 Dead-Collateral+g2JNB_SL L 15 (lead+Collateral+E2UNB SL R T16-203 Bracing Reactions Report: 6/21/16 3:35pm BUILDING BRACING REACTIONS: React_ons (k ) -Wall-- Col ---Wind--- --Seismic--- Panelnear (lb/ft) hoc Line Line Horz Vert Herz Vert Wind Seismic Notes L EW 1 F ,E 1.01 1.39 0.74 1.01 F SW A 2 ,3 2.35 1.42 2.46 1.49 REW 5 A ,C 1.01 1.31 0,74 0. 96 B SW F 3 ,2 2.33 1.42 2.46 1. 49 Reaction values shown are unfactored. Maximum load combination factors are: Wind . 1.00 Seismic: 0.70 T16-203 �IDe Additional Reactions Report: 6/21/16 3:35pm Rigid Frame Column Reactions (s ) Frame Col ----Dead--- Collateral ----]:.,i.ve--- ----Sncw--- Wind_Le£tl Tine Line Herz Vert Horz Vert Hort Vert Horz Vert Horz Vert 2* F 1.2 2.3 0.1 0.2 3.4 6.7 6.4 13,6 -3.3 -5.8 2' A -1.2 2.5 -0.1 0.2 -3.4 6.7 -6.4 13. 6 0.4 -4.5 17 Frame Col :ti=__nd_R`ghtl Hind Lesft2 Wind_Right2 WindLongl Wind_Long2 line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz. Vert 2- F 2* A 3.3 -5.8 0.1 -2.3 3.0 -3.7 1.3 -6.6 0.9 -4.5 Frame Col -Seis_Left- -Seis Right -Seis_Long- LWINDI L2E LWINDI R2E Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 2* ti' -0.3 -0.2 0.3 0.2 0.0 -1.5 0.1 -0.7 -0.2 -0.2 2* A 0.4 0.2 0.4 -0.2 0.0 -1.5 0.2 -0.2 -0. 1 -0.7 Frame Col LWIND2_L2E LWIND222R2E F1UNB_SL ' F10NB_SL R Line Line Horz Vert Horz Vert Horz Vert Horz Vert 2T F 0.1 -0. 7 -0.2 -0.2 6.5 j 14.3 6.6 8.3 2* A 0.2 -0.2 -0. 1 -0.7 -6.6 8.3 -6.5 14.6 2- Frame Lines:2 3 4 Endwall Column React'_ons(k 1 Frame Col Dead Collet Live Snow Wind Leftl Wind_Righti line Line Vert Vert Vert Vert Horz Vert Horz Vert 1 F 0.3 0.02 0.8 2.0 0.8 -2.4 0.0 0.1 1 F. 1..1 0.1 3.1 5.8 0.0 -1 .9 0.8 -3.3 1 B 7. . 1 0.1 3. 1 5.8 C.0 ...1 .9 0.0 -3.0 1 A 0. 3 0.02 0.8 2.0 0.0 -1.4 0.0 -1.2 Wind Wind Wind Wind Frame Col Wi..nd_Left2 Wind Right2 Press Sect, Longl. Long2 Line line Hort Vert Horz Vert Hort, Horn Vert Vert 1 F 1.0 -2.6 0.0 0.4 0.0 0.0 -0.7 -0.4 _ F 0.0 -1.6 1.0 -3.7 -]..7 1.8 -2.3 -1.4 1 A 0.0 -1.8 0.0 -3.1 -7...7 1.8 -2 .3 -1.4 1 A 0.0 -1 .4 0.0 _ .1 0.0 0.0 -0.7 -0 .4 Frame Co' Sei.smic_Left Seismic Right -E1UNB_S _-- -F1i1NB Sl R- Line Line Horz Vert Horz Vert Horn Vert Horz Vert 1 F 0.7 -1 .0 0.0 1.3 0.0 1 .2 0.0 0.0 1 B 0.0 1.0 0.7 -1.3 0.0 8.7 0.0 3.3 B 0.0 0.1 0.0 -0.1 0.0 3.3 0.0 8.7 1 A 0.0 -0.1. 0.0 0.1 0.0 0.0 0.3 1.3 Frame Col -E1:PAT_*L_1- -EIPAT_L'L 2- -E1PAT Ll 3- -EIPAT__:.._4- line Line For:: Vert Herz Vert Horz Vert Eorz Vert 1 F 0.0 0.6 C.0 -0.3 0.0 1.0 0.0 -0.4 18 1 E 0.0 3.2 0.0 1 .9 0.0 1.1 0.0 2 .0 1 13 0.0 1.9 0.0 3.2 0.0 1.1 0.0 2.0 • A 0.10 -0.3 0.0 0.6 0.0 1.0 0.0 -0.4 Frame Col --LWIND1 - --LWINDI_R- --LWIND2_L-- --LWIND'2_R- V Line Line Hort Vert Horz ert Hon Vert Horz Vert 1 F 0.0 -0.1 0.2 -0.3 0.0 -0.1 1 B' 0.2 -0.4 0.0 0.3 0.2 -0.4 0.0 0.3 • 4 0.0 0.0 0.0 -0.2 0.0 0.0 0.0 -0.2 1 A 0.0 0.0 0.0 -0.4 0.0 0.0 0.0 -C.4 Frame Sol Dead Collat Live Snow Wind_Le`t'_ Wind_Rightl Line Line Vert Vert Vert Vert Horz Vert 9orz Vert 5 A 0.4 0.02 1.0 2.4 0.8 -2.5 0.0 -0.1 5 C; 1.1 0.1 2.9 5.5 0.0 -11. .8 0.8 -3.1 5 D 1.:. 0. 1 2.9 5.5 0.0 -1 .7 0.0 -2.9 5 F 0.4 0.02 1.0 2.4 0.0 -1.5 0.0 -1.4 Wind Wind Wind Wind Frame Cal Wind_Left2 Wind Right2 Press Suet Longl Long2 Line lime Horz Vert Horz Vert Horz Horz Vert Vert 5 A 1.0 -2.7 0.0 0.2 0.0 0.0 -0.8 -0.5 5 C 0.0 -1 .3 1.0 -3.4 -1 .7 1.8 -2.2 -1 .3 5 D 0.0 -1.7 0.0 -:. .9 -1.7 1.8 -2.2 -1.3 5 F 0.0 -1.5 0.0 -1.3 0.0 0.0 -0.8 -0.5 Frame Col Seismic_Left Seismic Right -E2UNB_SL_L- E2UNB_5. R- Line Line Horz Vert Horz Vert Herz Vert Horz Vert 5 A 0.7 -1.0 0.0 1 .2 0. 0 1.7 0.3 5 C 0.00.7 -1 .2 0.0 8.4 0.0 `2.8 5 D 0.0 0.c 0.0 -0.1 0.0 2.9 0.0 9.4 • .. 0.0 -0.1 0.0 0.1 0.0 0.2 0.0 1 .7 Frame Col -E2PA'P_LL_1- -E2PAT 00 2- -E2PAT_-L3- -E2PAT LL 4- Line Lane Horz Vert Harz Vert Horz Vert Herz Vert 5 A 0.0 0.5 0.0 -D.2 0.0 1.0 0.0 -0.2 5 C 0.0 3.0 0.0 1. 6 0.0 1.2 0.0 1.7 5 .. 0.0 1. 6 0.0 3.0 0.0 1.2 5 51.7 5 F 0.0 -0.2 0.0 0.9 0.3 1.0 0.0 -3.2 Frame Col --LW:IND1 L-- --LWIND"_ R_- __1,WIN62 L__ __LWIND2 R-- Line Lime Horz Vert Horz Vert Hort Vert Horz Vert 5 A 3.0 -0.1 0.2 0.2 5 _ 0.2 -0.9 0.0 0.3 0.2 -0.4 0.0 0.3 5 D 0.0 0.0 0.0 -0.1 0.0 0.0 5 F 0.0 0.0 0.0 -0.4 0.0 0.0 0.0 -0. 4 19 T16-203 Seismic Design Report: 6/21/16 3:35pm Building Data Code :::(IBC 09 Length = 64.00 Width = 40.00 Left Eave Height = 12.25 Right Save Height 12.25 Seismic Formula Base Shear, V = 0. 667-Ie*Fa*SerW/R Vmin = 0.044*yds*Se*W Vmax = Shc*Ie"W/( *R) T (Moment Frame) = 0.208 T(Braced Frame) -: 0.131 Shear Force, E = Rho-V (Rigid frame, endwail frame, wind bent, wind column & base reactions) Shear Force, Em = Omega"G (Wall diagonal bracing, splice at rigid frame 4 wind bent knee) Note: Applied load is seismic force multiplied by load combination Fra*Ss Zone/Design Category= B 1:e 1.000 Si Sd1 0.106 Sds Seismic Dead Load, W Snow Factor 0.500 Roof Snow = 39.50 (csf Roof Dead+Collateral..= 6.50 (psf ) Frame Dead = 2.00 (psf ) Roof Total = 27 .75 (psf ) , Weight- 72.83 (k ) L EW Dead - 3.00 (psf ) , Weight= 0.93 (k ) F�SW Dead - 3.00 (psf ) , Weight= 1 .18 (k ) R_EW Dead = 3.00 (psf ) , Weight= 0.93 (k ) B SW Dead = 3.00 (psf ) , Weight= 1.18 (k ) F SW Extend Dead = 21 .25 (psf ) , Weight= 1 .40 (k ) B Sei Extend Dead 21.25 (psf ) , Weight= 1_40 (k ) Total. = 79.86 (k ) Seismic Forces Roof Bracing 20 R ,e 3.00, Rho= 1.00 Cs = 0.0608 W 74.70 {k 7 Force, V - 4 .54 (k ) Force, E = 4 .54 (k ) Sidewall Bracing Front R ... 3.00, Rho= 1.04, Omega= 3.00 Cs - 0.0608 W = 40.49 (k ) Force, V = 2.46 (k ) Force, Em = 7.39 (k ) Force, E = 2.46 int ) Back R = 3.00, Rho= 1.00, Omega= 3.00 Cs = 0.0608 W = 40.49 (k ) Force, V - 2.46 (k ) Force, Em .4 7.39 (k ) Force, E = 2.46 (k ) Endwall Bracing Left R .?. 3.00, Rho= 1.00, Omega= 3.00 Cs = 0.0608 W = 12.17 (k I Force, V = 0.74 (k ) Force, Em = 2.22 (k ) Force, E a 0.74 (k ) Right R = 3.00, Rho= 1.00, Omega= 3.00 Cs = 0.0608 W = 12.17 (a ) Force, V = 0.74 (k ) Force, Em = 2.22 (k ) Force, E = 0.74 (:k ) Rigid Frames R = 3.00„ Rho 1.00 Cs = 0.0606 Frame 1 W = 11.51 (k ) Force, V = 0.70 (k ) Force, E = 0.70 (k ) End elates Frame 3 = 3.00, Omega= 3.00 Total Base Shear Longitudinal Force, V = 4 .92 (k ) Transverse Force, V = 3.58 (k ) 21 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO THE FOLLOWING: DESIGN LOADS Job No.T16-203 06/22/16 DESIGN CODE IBC 09 ENCLOSURE Closed DEAD LOAD 6.0 psf Total COLLATERAL LOAD 0.5 psf WIND LOAD Basic Wind Speed(3 see. Gust) 100 mph Importance Factor I.00 Exposure C Internal Pressure Coefficients -0.18/t0.38 Designed Pressure for Wall Panel 22.00 psf LIVE LOAD 20.0 psf Tributary Reduction: No ROOF SNOW LOAD Ground Snow Load(Pg) 55.00 psf Roof Snow Load 38.50 psf Snow Exposure Factor(Ce) LOU Snow Importance Ractor 1.00 Thermal Factor(Ct) 1.00 SEISMIC LOAD Seismic Importance Factor 1.00 Mapped Spectral Response Acceleration Ss=0.1710 Si =0.0660 Site Class: D Spectral Response Coefficients Sds=0.1824 Sd1=0.1056 Seismic Design Category: B Basic Force resisting system : (OCBF)Ordinary Steel Concentrically Braced Frames (OMRF)Ordinary Moment Frame Analysis Procedure Used : Equivalent Lateral Force Procedure Design Base shear for OMRF:V= Longitudinal 4.92 kips,&Transverse 3.58 kips Seismic Response Coefficients Cs=0.0608 Response Modification Factor(OMRF) R=100 Omega=3.00 rho= LOU Response Modification factor(OCBF) R=3.00 Omega=3.00 rho= 1.00 OTHER LOADS Mezzanine N/A Crane: N/A 22 Design to Drafting Package Building Description Job No. T16-263 40' - 0" x 64' - 0" x 12' - 3" Gable Framed Customer: General Construction and Environment Designed By: JDS on 06/22/16 Design Notes for Drafting 1) Please clean up any MBS overstrikes that may exist 2) See Notations on Following Pages 3) MBS Start Marks T16-203: 0 Table of Contents Page File Design to Drafting Cover Sheet 1 Design to Drafting Cover Sheet 062216.xls 3D Model 2 3DBuild.dwg Anchor Bolt Plan 3 AnDwg-1.dwg Reactions 4 AnDwg-2.dwg Anchor Bolt Details 5 AnDwg-3.dwg Roof Framing 6 RoofDwg.dwg LEW Framing 7 EwDwg-Ldwg LEW Sheeting 8 EwDwg-R.dwg Rigid Frame Cross Section 9 RfDwg-1.dwg REW Framing 10 EwDwg-3.dwg REW Sheeting 11 EwDwg-4.dwg BSW Framing 12 SwDwg-3.dwg BSW Sheeting 13 SwDwg-4.dwg FSW Framing 14 SwDwg-F.dwg FSW Sheeting 15 SwDwg-B.dwg d w : may y r 2> 3 > \ \ / :\ » y«v \ » < < � \ : « «» \ / « ƒ® ® d � .. _. y) ;ii -I,.,,�.� i _ _ I 1 i.it „, „ , II:r.- °T , I II ' ) I I It Hi, ! 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" 8 Yn �I c), FBRAEMAR1 : . - • I ii I I Building Systems *n _s_ *T16-203 Rigid Frame Design Input Echo 6/21/16 2:35pm * ._ .... ==f2 - ' ( 1)JOBID: 'T16-203' - ( 2)DESIGN OPTIONS: *Fran Frame Stress Frame No of End_Conn Splice ?eh Stiffener * Id Type Space Space Cycle Lt Rt Fix Use Ratio Side P-Delta 1 'RF ' 5.00 16.00 7 'P ' 1.00 'N' 0.30 'Y ' 'EL' ' ( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame Co1_Dep OCC(in) R_Coi_Dep_Opt(in) Rafter Dep_Opt(in) * Opt Opt Syn Typ Min Max Typ Min Max Typ _ Min Max 'N' 'N' TY"T 10.00 58.00 'T ' 10.00 58. 00 'T ' 8.00 58.00 " ( 4) DESIGN CODE: *Design ---Steel Code--- --Bu it d--- Cede Seismic • Code Cold Hot Country Code Year. Label Zone 'WS ' 'NAUSO7 ' 'AISC45' '----' 'IBC ' '09' 'MSC 10 'B ' "( 5) DESIGN CONSTANTS: * ---Strength Factor- * ---Stresss_Ratio---- ---Seismic-- • Frame Col EP BP Sand Frame SpCEP 1.0.3 1.03 1.03 1.03 1.0000 1.2000 1.2000 * ( 6)STEEL YIELDS: * Web Fig C Sec W Sec R Sec P Sec T Sec 11 Sec EP BP 53.0 55.0 55.0 55,0 30.0 50.0 96.0 50.0 55.0 55.3 * ( 7) DEFLECTION :IMiTS: * --Vertical-- Horizontal -Weak Axis- * Live Total Total Seis Crane Floor Wind Seis 240.0 0.0 60.0 50.0 100.3 0,0 60.0 58.0 • I s)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Cnbre Floor Cable * Echo Summary Plate Plate Input Stress Prop Brace Dispi. Len React React .Y, 'Y. 'Y� 'Y' 'N"N, .N' 'N' rY' * ( 91SURFACE SHAPE: * No. X_Coord Y Coord Offset 'Surf (ft) (ft) (in) 4 0.0000 12.2500 0.000 20.0000 18. 9167 8.250 40.0003 12.2500 8.250 40 .0000 0.0000 0.000 * (10)MEMBER DEPTHS: 'Surf Depth(in) Ye. Interior_Depth * Id Start End Dep Loc (ft) Depth(in) 1 9.5.00 18.000 2 18.000 9.000 0 3 9.000 18.000 0 38 4 :8.000 9.500 * (1l)MEMBER SPICES: *Surf No. Splice Splice * Id Splice Loc(ft) Type 1 0 2 1 0.0002 'PEE ' 3 1 0.0000 '-EE ' 4 - 0.0000 ' PEE ' *(12) SEGMENT PLACES: *No. Surf Mem Seg Seg Member Flange Plate Thickness (in) *Seg Id Id :d Len(ft) Part Width(in) web OS Fig :S Flg 4 1 1 1 0.0000 ' 5.000 0.1340 0.2500 0.2500 2 2 2 0.0000 5. 200 0.1560 0.2500 0.2500 3 3 3 0.0000 5.000 0.1560 0.2500 0.2500 4 4 4 0.0000 ' 5.000 0. 1340 0.2500 0.2500 * (13) INTERIOR COLUMNS: * No. Col Col Col Col Connection Rafter Unbrace Length Col Col * Col Id Typ Rot Loc Hot Top Opt Major Minor Set Parc 0 * (14) TAPERED INTERIOR COLUMNS: *Col Col ---Depth---- No. StartWeb_Depth--- Web Fig OS_Flg IS Fig * Id Shape Min Max Mem Locate Start End Thick Width Thick Thick * (15) INTERIOR COLUMN SPLICES: Col * No. Id Id Locate Type 0 * (16)BASE ELEVATION/WALL OPTIONS: *Base Base Frame Open * Id Elev Space Height 1 9.0000 :6.0000 0.0000 Left Column 2 9.0000 16.0000 0.0000 Right Column * (17)BASE DISPLACEMENT: *Base Displace • Id Opt Dir (in) * (18)BASE SPRINGS: * No. Base --Spring Constants-- *Base Id Elev Horn Vert Rotate 0 * (19)WALL GIRT_ : *Surf Bay No. * Id Type Part Depth Proj Lap Id Girt Location(ft) 1 'ZF' '8X25Z16 ' 8.000 0.000 0.0000 4 2 4. 0000 8.0000 4 'ZF' '8X25Z16 ' 8.000 0.000 0.0000 2 2 4.0000 8.0000 * (20)ROOF PERLIN: *Surf No. Peak Na. -Purlin_Set- * :d Type Part Depth Prof. Lap Purlin Space Sets Space Qcan 39 2 "48"8X2.521.6 ' 8.000 0.000 1.3333 6 1 .3333 0 3 '2a' '8X25Z16 ' 8.000 0.000 1.3333 6 1. 3333 0 * (21)FLANGE BRACE: *'Sur`_ No. Flange Brace At '* Id Brace Girt.-'Purlin Number 2 1 2 2 6 1 2 3 4 5 6 3 6 1 2 3 4 5 6 4 2 1 2 * (22)SIDEWALL EXTENSIONS: *Surf No Ext -------Extension Size ----Facie Size---- Load • Id Ext Id Type Elev Width Slope Elev Height Slope Width 1 1 2 'EE' 12 .250 1.000 4 .0 0.000 0.000 0.00 16.00 4 1 1 'EE' 12.250 1.000 4.0 0.000 0.000 0.00 16.00 * (23)EXTENSION LOADS: *Ext Dead. Collet Live Snow Rain Windl Coeff Wind2 Coeff Long_Wind Facia Wind Seis 'Id psf psf psf psi psf Left Right. Left Right 1 2 Left Right k 2 2.00 0.50 20.00 80.00 0.00 -2.20 -2.20 -2.20 -2.20 3.00 0.00 0.00 0.00 0.00 1 2.00 0.50 20.00 80.00 0.00 -2.20 -2.20 -2.20 -2.20 0.90 0.00 0.00 0.00 0.00 * (24)BASIC LOADS: Basic ---Deflection--- • Dead Collet live Snow Rain wind Load Ratio Temperature * psf psf psf psf psf psf Snow Wind Seis Change 6.00 0.50 20,00 38.50 0.0 18. 62 :.co 1.00 1 .00 0.0 * (25)BAS2.C, LOAD AT EAVE: *Seismic Weak Axis L Weak Axis R --Torsion-- -E96Brace-- * Load Wind Seis Wind Seis Wind Seis Wind Seis * k k k k k k k k k 0.35 0.00 0.00 0.00 0.0C 0.0C 0.00 0.00 0.00 ' (26)WIND COEFFICIENT: *Surf --Wind 1--- - Wind Long_Wind Surface * Id Left Right, Left Right 1 2 Friction 1 0.34 -0. 61 0.71 -0.24 -0.63 -0.27 0.00 2 -9.97 -0.65 -0.51 -0.29 -0.87 -0.51 0.00 3 -0.65 -0.87 -0.29 -0.51 -0.87 -0.51 0.09 4 -0.61 0.34 -0.24 0.71 -0. 63 -0.27 0. 00 * (27) LONG:ITVCaAL BRACING LOAD: =_---Wind...'_--_ .......-Seismic-._- ' Aorz Vert Herz Vert 2.35 1.42 2.46 1.49 Left Column 2.35 1.42 2 .46 1.49 Right Column * (28)DESIGN LOADS:Strength Load Coefficient 5______ 'Load ---Live--- -Add_Snow- --Wind__I-- --Wind_2-- Long_Wind -Seismic-- Aux Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt. Rt 1 2 Long Tian Temp Id Coeff 66 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0,00 0.00 0.33 0.00 0.00 0,00 0.00 0 C.00 40 2 1.00 1.00 1.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0 0.00 3 1.08 1.80 0.00 0.02 1.00 0.00 0.00 0.00 0.00 0.03 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0 0.30 4 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 C.00 0,00 0.00 0.00 0.00 C .00 0.00 C.00 0.00 0 0.00 5 1.00 1.03 0.00 0.00 1.00 1.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0 0.00 6 1.00 1.0C 0. 20 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1 .00 1 .00 0.00 01.00 1 .00 0.00 1.. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 3.03 0 0.00 8 1.30 1.00 0.00 0.00 1 .03 0.00 1 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.03 0.00 0.00 0.00 2,00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.30 0.00 0.00 0 3.00 11 0.80 0.80 0.33 0,00 0. 00 0.00 0,00 0.00 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 0.80 0.80 0.33 0.00 0.00 0.03 0.00 0.00 0.00 1.07 0.00 0. 00 0.00 0.30 0.03 0.00 0.00 0 0.00 13 0.80 0.80 0.33 0.00 0. 90 0.00 0.00 0.00 0.00 0.00 1. 07 0.00 0.0C 0.00 0.00 0.00 0.00 0 0.00 14 0.80 0.80 C.33 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 1.07 0. 30 0.03 0.00 0.00 3.00 0 0.00 15 0.80 0.80 0.00 0.00 0.33 3.03 0 .80 0.00 1.07 0.02 0.0, 0.00 0.00 3.00 0.00 9.00 0.000.00 c 16 0.80 0.80 0.00 0,00 0.33 0.33 0.00 0. 00 1.07 0.00 0.00 0.00 0.02 0.00 0. 30 0.00 0.00 0 0.02 18 3.83 0.8C 0.00 0.00 0.33 0.00 0.33 0.00 1.07 0.00 0.00 0.0C 0.00 0.0; 0.00 0.00 0.00 0 3.00 19 0.8C 0.80 0.00 0.00 0.33 0.00 0.00 0.00 0.00 1 ,07 0.00 0.03 0 ,00 0.00 0,00 0.00 0.00 0 0.00 19 0.80 0.80 0.00 0.00 0.33 0.33 0. 00 0.00 0.00 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 G 0.00 20 0.80 0.80 0.03 0.00 0.33 3.00 0.33 3.00 0.00 1.07 0.00 0.00 0.00 0.00 G.00 0. 00 0.00 0 0.00 21 0.80 0.80 0.00 0.00 0.33 0.00 0.00 0.00 0.00 0.00 1 .07 0.00 0.00 0.00 0.00 0.00 0.00 0 3.00 22 0.80 0.80 0.00 0.00 0.33 0.33 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0.00 3.03 0.00 3 0.00 23 0.80 0.80 0.00 0. 00 0.33 0.00 0.33 0.03 0.00 0.03 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 0.8C 0.80 0.00 0.00 0.33 0.00 0.0C 0.00 0.0C 0.00 0.00 1.07 0.08 0.00 0.00 000 0.00 3 0.00 25 0.80 0.80 0.00 0.02 0.33 0.33 0. 90 0.00 0.00 0.00 0.00 1 .07 3.00 0.00 0.00 0.00 0.00 0 0.00 26 0.80 0.80 0.0C 0.00 0.33 0.0C 0.33 0. 00 0.00 0.00 0.03 1.07 0.00 0.00 0.00 0.00 0.00 0 0.00 27 0.60 8.00 0.00 .9.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 2,00 0.00 0.00 3.00 0.00 0 0.00 28 0. 60 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0 0.00 29 0.63 0.00 0.00 0.00 0.00 0.30 0.00 0.00 0.00 0.30 1.00 0.00 0.00 0.03 0.00 0.00 0.00 0 3.00 4 30 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 0.00 0.00 0.00 0.00 1 1.00 32 0.60 0.03 0.30 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.20 0.00 1.00 0.00 0.00 0.00 0.00 2 1.00 33 0.60 0.00 0.00 0.0E 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -5.00 0.00 0.00 0.00 0.00 1 1.00 34 0.60 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1..00 0.00 0.00 0.00 0.00 2 1.00 35 0.60 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 3.00 0.00 0.00 3 1.00 36 0.60 0.00 0.00 0.30 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 .00 4 1.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1. 00 0.00 0.00 0.00 3 1,00 38 0.60 0,00 0500 0.30 0.00 0.00 0.00 0.00 0.00 C.00 0,00 0.00 0.00 -1.00 1.00 0.00 0.00 4 1.00 39 1.03 1.03 0.00 0.00 0.0C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 40 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 41 0 .82 0,82 0.33 0.00 0 ,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0 0.00 42 0.82 0.82 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.67 0.00 0 0.00 43 0.82 0.82 0.00 0.00 0.07 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0 C .00 44 0.82 0.82 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0,67 0.00 0 0.00 45 0.82 0.82 9.00 3.00 0.37 0.07 0.00 0.00 0.00 0,00 0.50 0.00 0.00 0,00 0.00 0.67 0.00 3 0.00 46 0.82 0.82 0.00 0.00 0.07 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0. 57 0.00 0 0.00 47 0.82 0.82 0.00 0.08 0.07 0.0C 0.07 3.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0 0.00 48 0.82 0. 82 0.00 0.00 0.07 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0. 67 0.00 0 0.00 49 0.57 0.00 0.00 0.03 0 ,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 50 0.57 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 -0.70 0.00 0 0.00 51 1.03 1.03 0.00 0.00 0.00 0.00 0.30 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 52 1.03 1.03 0.00 0.30 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0,00 0 0.00 53 0.82 0.82 0.33 0.00 0 .00 0.00 0.00 0 ,00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.03 0.00 0 0.03 54 0.82 3.82 0.33 0.30 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 -0.67 0.00 0.00 0 0.00 55 0.32 0.82 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0 0.00 56 0.92 0,82 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.20 -0.67 0.00 0.00 0 0.00 57 0.82 0.82 8.00 5.00 0.07 0.07 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0,00 0.67 0.00 0.00 0 0.00 42 58 0.82 0.82 0.00 0.00 0.07 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0. 67 0.00 0 .00 0 0.00 59 0.82 0.92 0.00 0.00 0.07 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0. 67 0.00 0. 00 C 0.00 60 0.82 0.82 0.00 0.00 0. 07 0.00 0.07 0.00 0.00 0.00 0.00 0.00V . 00 0.00 -0. 67 0.00 0 .00 0.00 61 0.57 0.00V 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 62 0.57 0. 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00V.00 -0.70 0.00 0 .00 0 0.00 63 1.00 1 .00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 64 1.00 1.00 0.00 0.00 C.01 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 65 1.0C 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0. 30 0.00 0.0C 0.00 0.0C 0.00 0.00 0.30 0.00 6 1.00 66 1.00 1. 30 0.03 0.00 0.01 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0C 6 1.00 * (29)DESIGN LOADS:Deflection Load_Coefficients *Load ---Live--- -Add_Snow- --Wind 1-- --Wind 2-- long Wind -Seismic-- Aux Load - *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 0 * (33)DESIGN LOADS:Special LoadCoefficients *woad -Add Snow- --Wind 1__ -- Wind 2-- LongWind -Seismic-- Aux Load *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt It Rt 1 2 Long Tran Temp Id Coeff 8 67 'EP' ' ' 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 3.03 0.00 0.00 2.10 0.00 0 0.00 68 'EP' ' 1.03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 -2. 10 0.0C 0 0.00 69 'EP ' ' 1.02 1.02 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.58 0.03 0 0.00 70 'EP' ' ' 1.02 1 .02 0.75 0.00 0.00 0.00 0.00 0.00 0.00 C .00 3.0C 0.00 0.00 0.00 0.00 -1 .58 0.00 0 0.00 ' uo ' 1.02 1.02 0.00 0.00 0.15 0.00 0.30 0.00 0. 00 0. 00 0.00 0.00 0.00 0. 00 0.00 1.58 0.00 0 0.00 72 'EP' ' ' 1.02 1.02 0.00 0.00 0.15 0.00 0.00 0.03 0. 00 0.00 0. 00 0.00 0.00 3.00 0.00 -1 .58 0.00 C 0.00 73 'EP' ' 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 2.10 0.00 0 0.30 74 'EP' ' ' 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 -2.10 3.03 3 0.00 * (31)AUXIIIARY LOAD: *No. Aux Aux No._Add Add_Comb *Aux Id Name Loads Id Coeff 6 1 'LWINDI_L2E' _ - 1.00 2 'LWIND'' R2E' 1 2 1.00 43 3 'LWIND2 IRE' 1 1 1.00 4 'LWIND2 R2E' 1.00 S 'F10NB_SL_L' 3 3 0.30 4 1.20 5 0 .79 6 'F1UNB SL R' 3 4 0.30 3 1.20 6 0.79 *(32)ADDITIONAL LOADS: *No. Add Ix Basic Load Fx Fy Mom Dx Dy . . Conc *Add Id Id Load Type WI W2 Co Dll D12 . . Dist 6 1 2 'U WIND '3 ' 0. 113 0.113 0.00 0.0000 8.0000 2 3 'U WIND 'D ' 0 .113 0. 113 0.00 13.0819 21.0819 3 3 'U .SNOW 'D ' -0.554 -0.554 -C.33 0.0000 21.0819 4 2 '2_SNOW 'D ' -0.554 -0.554 0.33 0.0000 21.0819 5 2 'U_SNOW 'D ' -0.554 -0.554 0.33 11.5224 21.0819 6 3 'U SNOW '3 ' -0.554 -0.554 -0.33 0.0000 9.5595 *(33)FICOR BEAMS; *Bay No. Beam Beam Con_Type Con_Loc Bean: Properties * Id Beam id HC Lt Rt Lt Rt Area Ixx 0 * (34)CABLES: *Hay No. Cable Cable Cable Cable * Id Cable Id Level Type Area 1 0 "(35)CRANE BRACKET: *Crane Span Crane Crane ----Beam---- ---Offset---- -----Bracket------ Col_Sup Load *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt At (: ) * (36) FRAME OPTIONS/FRAMELINES: *Moment Frame Frame No. -Frame Option Option_Id Line Frame Line Id 'OMF' '-. ' 3 2 "' 3 -4 6 (37) DESIGN PLATES: ----Plate--- --Plate_Size- Bolt Bcl..t ---ToP- --Bottom-- — *No. Type Id Width Thick Dia Gage Row Space Row Space 0 * (38) SPECIAL FAB DATA * No. Piece Piece *Piece Id Key 0 * (39)ENDWALL COLUMNS: *Wall Expand EN No. Column Column Max Deflect • Id Use Offset Column Locate Offset Option Down Up 1 'N ' 4.000 0 3 'N ' 4.000 0 44 * (40)JACK BEAMS: * No. Beam Beam Beam Beam Spring(k/in } -Beam Id Offset Height Length Part Hort Vert 0 ` (41)LINER: *---Wall Height--- * FSW B SW Roof 0.0000 0.0000 'N' * (42) STEPPED LOAD COEFFICIENTS: • Basic Lot No. ----Step_i--- ----Step_2—_ *No. Load Id Seep Locate Coef Locate Coef Locate Coef 4 'WINDl1 ' 2 2 20.0000 1.000 21.0819 0.744 'WINDR1 ' 3 2 1.0819 0.744 21. 0819 1.000 'WINDL2 2 2 20.0000 1.000 21.0819 8.564 'WTNBR2 ' 3 2 1.0819 0.564 21.0819 1.000 * (43)ADDITIONAL COLUMNS: `No. Id Type Rot Opt Part clev 0 * Code files used: * MAMSC.10 ' RF MA MSC.10 Version 4.0 *DS RFDEP.Siz *Surface Span --Required- Selected * Id Id Type Span Type Span #Depth #Splice - 1 1 iv 11.5 No record selected * 2 1 C 20.0y 20.0 0 0 * 3 1 C 20.0 C 20.0 0 * 4 1 W 11.5 No record selected T16-203 T Design Code 6/21/16 3:35pm STRUCTURAL CODE: Design Basis : WS - Working Stress Hot Rolled Steel : AISC05 Cold Formed Steel : NAUS07 BUILDING CODE: Wind Code : MSC 10 (IBC 09) Seismic Zone : B MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) T16-203 Base Plates and Anchor Bolts 6/21/16 3:35pm Base Plate Yield = 55.00 (ksi ) Concrete Searing = 1.05 (ksi. ) 45 Bolt Shear Stress- 11.60 (k i ) BASE PLATE & BOLT SIZE: --Column Base- -late Size(in) -- --Bolts(GR36 )- -Shear(k }- Id Typ Depth Width Length Thick Row Cia Gage Limit OC Left 2 10.0 6.0 10.00 0.375 2 0.750 4 .00 18.2 0.43 Right P 10.0 6.0 10.00 0.375 2 0.750 4.00 18.2 0.43 BASE REACTIONS: Max Tension+Shear Max_Sheer+Tension Column -Max_Comp- Tens Shear -Max Shear Shear Tens Id Ld Fy(k ) id Fy (k ) Fx (k ) Ld Yx(k ) Ld Fx(k ) Fy(k ) Left 64 17.3 31 -5.8 2.4 65 7.8 27 2.5 -4.3 Right 66 17.3 32 -5.8 2 .4 53 7.8 28 2.5 -4.3 WELDS: Outside Flange To Base Inside Flange_To Base Web_To Base Base Shear (k/in ) Shear(k/in ) Shear(k/in Id Size Typ Cabo Limit Size Typ Cale Limit. Size Typ Calc ,'limit Left 0.188 81 0_56 2.78 0.588 Fl 0.58 2.78 0.188 E1 0.83 2.78 Right 0.188 Fl 0.58 2 .78 0.1.88 Fl 0.58 2.78 0.188 Fl 0.83 2.78 LOAD COMBINATIONS: 27 - 0.6Dead+Wind_Left1 28 - 0.6Dead+Wind Right]. 31 - 0.6Dead+Wind Longi -LWINDI L2E 32 - 0.6Dead+Wind Longl-LWIND1 R_.2E 63 - Dead+Collateral+?IUNB SL 64 - Dead-Collateral+F1UNB S L I 65 - Dead+Collateral+F1UNB_SI_R 66 - Dead+Collateral+F1UNB SL R T16-203 Bolted-End-Plates 6/21/16 3:35pm Splice Yield = 55.30 (ksi ) Boit Type = A325 Snug-Tightened PLATE SIZE: Splice Member Web Splice(in) .._ -Bolts(A_325 ) Id Typ locate Depth Width Thick Dia Gage Gage2 RowT Spacer Rowes SpaceB Row? 46 1 PEE 2 18.00 6.0 0.500 0.750 3.00 3.0C 2 4.00 2 4.00 2 -FE 2- 3 9.49 6.0 0.375 0.750 3.00 3.00 2 4.0E 2 4.0D 0 3 PEE 3- 4 18.00 6.0 0.500 0.750 3.00 3.00 2 4 .00 2 4 .00 0 PLATE DESIGN: _-_--__Max Moment Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Reg Bolt Id Typ Los Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) 'Thick Din CC 1 PEE Top 65 10.8 7.6 74.1 64 12.6 33.1 67.0 0.458 0.687 0.84 Hot 27 -2.7 -2.9 -17.8 33 -3.9 -3.2 -11.1 0.225 0.337 0.20 2 -EE Top 30 -1.0 0.0 0.2 3C -1.0 0.0 0.2 0.031 0.062 C .01 Mot 64 7.8 -4.7 -17.3 63 7.8 -4.7 -17.3 0.313 0. 626 0.70 3 PEE Top 63 10.8 -7.6 74. 1 66 12. 6 -13.1. 67.0 0.458 0.687 C .84 Hot 28 -2.7 2. 5 -17.8 34 -3. 9 3.2 -11 .1 0.225 0.337 0.2D WELDS: Outside Flange To Hep Inside F_ange To_Bep Web_To Bey: Splice Shear(k/in ) Shear(klin ) Shear ('c/in ) Id Side Size Typ Calc Limit Size Typ Cal Limit Size Typ Cale Limit 1 L 0.313 F2 3.76 4. 64 0. 188 F2 0.87 2.78 0.188 E1 0.73 2.78 1 R 0.250 El 3.62 3.71 C.188 F2 0.87 2.78 0.188 Fl 0.73 2,.78 2 1 0.188 F2 0.02 2 .78 0.188 F2 1.84 2.78 3.188 Fl 0.50 2.78 2 R 0.188 12 0.02 2.78 0.188 F2 1.84 2.78 0.188 Fl 0.50 2.78 3 L 0.250 F2 3. 62 2.71 0 .188 F2 0.67 2.78 0.188 Fl 0.73 2.78 3 R 0.313 F2 3.76 4. 64 0.188 F2 0.87 2.78 0.188 Fl 0.73 2.78 LOAD COMB_NATIONS: 27 - 0.6Dead+Wind Leftl 28 - 0.6Dead+Wind Right: 30 - 0.6Dead+Wind Righ`2 33 - 0.6Dead-Wind Longi+LWIND1 L2E 34 - 0. 6Dead-Wird Longl+LWIND'i R2E 63 - Dead+Collaterai+FIUNB SL - 64 - Dead+Collateral-F1UNB SL L 65 - Dead+Coll:eteral+FlUNB SLR 66 - Dead+Collateral+FIUNB SI R T16-203 Bearing Stiffeners 6/21/16 3:36pm Stiffener Yield e 55.0 (ksi ) STIFFENER SIZE: ----Stiffener--- -Web(in) -- -Stiffener Size(in) - Location No. Depth Thick Width Thick Length Leff Col 1 18.00 0.::85 2.50 0.250 18.00 Right Col ,. 18.00 0.185 2.50 0.250 18.00 47 STIFFENER DESIGN: Stiffener - -Tension(1< ) -- -Compression (k )-- Max Location Load Calc Limit Load Calc Limit UC Left Col 27 9.4 41.2 65 38.8 69.3 0.56 Right Col 28 9.4 41.2 63 38.6 69.3 0. 56 WELDS: ---Stiff_ToFlg/EP-- -----Stiff To Web---- .Stiffener Shear(k/in ) 8hear(k/in ) Location Size Typ Calc Limit Size Typ Calc Limit Left Col 0.188 Fl 1.87 2.78 0.188 E'1 1.08 2.78 Right Col 0.188 F7. 1.87 2.78 0.188 Fl 1.08 2.78 LOAD COMBINATIONS: 27 - 0.6Dead+Wind Letti 28 - 0.6Dedd+Wind_Rightl 63 - Dead+Collateral_+FlUNB_SL _ 65 - Dead+Collateral+F:UNS SL R - T16-203 Flange Braces 6/21/16 3:35pm PROPERTIES: Flange Brace Yield= 55.0 ksi.. Girt/Purim Yield:, 55.0 kat Flange Brace Bolt = A325 (0 Washers) LAYOUT: Surf Seg Web Brace Angle Design -- ---Bolt Dia -Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame ?urlin Clip Frame Pur1_n Ref 1 2 1 L2X2X14G 1 15.87 28.00 72.7 27.24 0.500 0.500 Clip Web 2 1 1 L2X2X14G 2 16.89 28.00 56.2 31.28 0.500 0.500 Clip Web 4 1 L2X2X14G 2 12.39 28.00 63.6 29.02 0.500 0.500 Clip Web 6 1 L2X2X14G 2 9.39 28,00 69.2 27.82 0.500 0.500 Clip Web 3 1 1 L2X2X14G 3 9.39 28 .00 69.2 27 .82 0.500 0.500 Clip Web 3 1 L2X2X14G 3 12.39 28.00 63. 6 29.02 0,500 0.500 Clip Web 6 1 L2X2X14G 3 16.89 28.00 56.2 31.26 0. 500 0.500 Clip Web 4 2 1 L2X2X14G 4 15.87 28,00 72.7 27.24 0.500 0.500 Clip Web DESIGN: Surf Load Force -Brace UC- ---Connection_DC-- Id Luc Io (k ) Comp Tens Frame Purlin Clip 2 65 0.69 0.20 0.19 0.19 0.37 -�- 2 1 65 0.73 0.22 0.20 0.20 0.39 4 63 0.56 0.16 0.15 0.15 0.30 48 6 63 0.53 0.15 0.14 0.15 0.29 3 1 65 0.53 0.15 0.14 0.15 0.29 3 65 0.56 0.16 0.15 0.15 0.30 6 63 0.73 0.22 0.20 0.20 0.39 4 2 63 0. 69 0.20 0.19 0.19 0.37 LOAD COMBINATIONS: 63 - Dead+Collateral+F1UNB_SL_L 65 - Dead+Coll.ateral+F11JNB SL R T16-203 Web To Flange Weld 6/21/16 3:36pm --Web_Flange_We-d-- Ser: Mem Seg Sec Toad Shear 'Q ixx Shear (kfin ) Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit 1 1 1 1 65 7. 6 6.1 69 0.188 Fl 0. 67 2.78 2 2 2 14 63 6.4 5.8 63 0.188 Fl 0.59 2.76 3 3 3 15 65 6.4 5.8 003 0. 188 11 0.59 2.78 4 4 4 28 63 7. 6 6.1 69 0.188 Fl 0.67 2.78 LOAD COMBINATIONS: 83 - Dead-Collateral+ELUNB SI 65 - Dead+Col.la.teral+F1UNB SL R aasz T16-203 �m�Special Segments 6/21/16 3:35pm FLANGE ELATE: Width Thick Width Thick Locate (in) (in) (in) (in) Lt Col 5.0 0,250 5.0 0.250 Rt Col 5.0 0.250 5.0 0.250 :WEB SLATE: Calc Actions--- Web Web Shear Web Shear Axial Moment. Shear 'ThickI Limit Thick Limit Locate Id (5. ) (1-k ) (k ) (in) (k ) (in) (k ) Note Lt Col 65 10.9 74.11 43.9 0.134 34 .4 0.185 55.0 RISC G3-1 Rt - Rt Col 63 10.9 74.1. 43.9 0.134 34 .4 0. 185 55.0 AISC G3-1 REQUIRES WEB DESIGN: 49 Locate H Av Kv Cv ... illi_ __........_ Lt Col 15.15 15.02 10.09 0.98 Rt Col. 15.15 15.02 10.09 0. 98 LOAD COMBINATIONS: 63 - Dead+Collateral+FIUNB SL 65 - Dead+Collateral+FIUNB SL R T16-203 Design Summary 6/21/16 3:35pm FRAME: Id = 1 Type = RE Line Id = 2 3 4 Load Width= 166.00 JC Limit= 1.03 KLfR Limit= 200.00 MEMBERS: -----Max Axia1+MOment-__- Srf Mese Seg --Flange- Web Depth -Plase_Thickness- --Max Shea_- ----0-Flg--- ----I-Egg--- Max Id Id In Len Bid Strt End Web 0-flg I fig Id Ld Cob Td Ld Moo Id Ld Uci KLER 1 1 1 10.8 5.0 9.5 18.0 0.134 0.250 0.250 3 E5 0.71 3 65 0.68 3 65 1 .03 79 2 2 2 20.2 5.0 18.0 9.0 0,156 0.253 0.250 4 64 0.75 12 63 0.75 4 65 0.94 115 3 3 3 20.0 5.0 9.0 18.0 0.156 0.250 0.250 25 66 0.75 17 65 0.75 25 63 0. 94 115 4 4 4 10.8 5.0 18.0 9.5 0.134 0.250 0 .250 26 63 0.71 26 63 0.68 26 63 1.03 -9 LOAD COMBINATIONS: 4- Controlling Load Combination In Design Summary 1 - Dead+Collateral+Live 2 - Dead+Collateral+Ii.ve 3 - Dead+Co1.1ateral+Scow 4 - Dead+Collateral-Snow 5 - Dead+Collateral+Snow+Snow Drift 6 - Dead+Collateral+Snow-Scow Drift 7 - Dead+Collateral+Snow+S:ide_Snow 8 - Dead-Collateral+Snow+Slide_Snow 9 - Dead 10 - Dead 11 - 0.BDeads0.8Colla^_erai+0.33Live+1 .07Wind Leftl 50 12 - 0.8Dead*0.8Co11atera1+0.331ove+1.07Wind Riahtl 13 - 0.8Dead+0.8Collatera110.33L8ve+1.07Wind Left2 14 - 0.8Dead+0.SCollateza1+0.33Live+i.02Wind R1ght2. 15 - 0.BDead+0.8Collateral+0.33Snow+1.07Wi.nd Leftl 16 - 0.8Dead-0,8Collatera1+0.338now*1.07Wind Left1+0.33Snow Drift 17 - 0.8Dead+0.8Collatera1+0.33Snow+1.C7Wind Lefci+0,33SLide Snow 18 - 0.8Deadt0.BCollateral+0.33Snow+i.07Wind Right! 19 - 0.8Dead+C.8Co11ateral+0.33Snow+1.01W.nd_Right1+0.33Snow Drift 20 - 0.8Dead0 8Collateral+0.335now+1.07WindRight'7..+C,33S1.ide Snow 21 - 0.8Dead+0.8Co1latera1+0.33Snow-L1.07Wind Left2 22 - 0.8Dead+0.BColiatera1+0.33Snow+1,07Wind Left2+0 ,33Snow Drift 23 - 0.8Dead°•0.8Ce11ateral+0.33Snow+1.D7Wind Le£t2+0.33SIide Snow 24 - 0 .8Deadt0.SCollatera1+0.33Snow+1,07Wicd Rioht2 25 - 0.8Dead+0,8Coilatera1--0.33Snow-1.07Wind Right2+0.33Snow Drift 26 - 0.BDead+0,BColiateral+0.335now+L 07Wind_Right2+0.33Slide Snow 27 - 0.6Dead-Wind Left: 28 - 3,5Dead+Wind Rightl. 29 - 0.6Dead+Wind Leftb 30 - 0.6Dead+Wind Right2 31 - 0. 6Dead*Wind Longi+LWINDL '128 32 - 0, 6Dead+Wind Long1=LWILIDI R2E 33 - 6.6Dead-Wind Longi+LWT-tNDi_L2E 34 - 0.6Dead-Wind_ionga+LWINDi R2E 35 - 0.6Dead.Wind Long2+LWIND2 'L2E 36 - 0. 6Dead+Wind Long2+LWIND2 R2E 37 - 0.6Dead-Wind Iong2+LWIND2_i,2E 38 - 0.6Dead-Wind Long2+DNI D2R2E 39 - 1. 23Dead+1 .C3Collaterai+0.75eismic 40 - 1..03Dead+1..03Collat:eral-0. 7Seismic 41 - 0,82Dead*67.82Coijateral*0. 33Live+0.673e_srrcc 42 - 082Dead+0.82Cellateral+0.33Live-0-67Seisric 43 -- 0.B2Dead+0.82C011atera1+0.07Snow-0.67Seismic 44 - 0.82Dead+0.82Co11at'.era1-0. 07Snow-0.67Seismic 45 - 0.82Dead+0.82Collatera1+0.078now+0. 67Seism:c+0 ,07Snow Drift 46 - 0,82Dead+0.82Collaterai+0.07Snow-0,67Seismio+0 07Snow_Drift 47 - „82Dead+0.82Coilaterai=0.000cow+0.6?Seismic+C,07S1ide_Snow 48 - 0.82Dead-0.82Coliaterai+0.07Snow-0.672eisrnic+0 ,07SLide Snow 49 - 0.57Dead+0.75eismic 50 - 0.57Dead-0.7Seismic 51 - 1 .C3Dead+1.03Co11'atera1i0,7Seismic ong 1.03Dead-7..03Col:ateral-0.7Seismic Long 53 - 0.82Dead-0.82Collatera'_+0,33'1ive+06675eismic Long 54 - 0.82Dead!-0.82Collanera1+0,33Live-C, 67Seismic Long 55 - 0.82Dead+0.82Collateral-C. 07Snow+0.67Seisnic iorig 56 - 0,82Dead+0,82Coilateral*0. 07Snow-0.67Seismic-Long 57 - 0,82Dead+C.82Coi1atera1+0.07Snow+4,67Seismic Long+0.07Snow_Drift 58 - 0.82Deadi-0.82CollateraI+0.67Snow-C. 67Seismio Long+0. 07Snow Drift. 59 - 0.82Dead+0,82Collaceral+C. 07Snow+0.675eismio Long-0,07SLide Snow 60 - 0.82Dead+0,82Collateral-0. 07Snow-0.67seismic Long+0.07S1ide_Snow 61 - 0.57Dead 0 7Seismic Long 62 - 0,57Dead-0.7Seisnic Long 634- Dead+Collateral+F,:.UNB_SL L 64#- Dead+Collateral+91UNB SL 655- Dead+ColLateral-F1UNB S R. 660- DeadCollateral+F1U0.B SI_R 67 - 1.03Dead+2. .03Collaterai+2.3Seismic 68 - 1.03Dead+1 . 03CoLlateral-2. :Seismic 51 69 - 1.C2Dead✓1. .02Co11atera1+0.75Live+1 .589eismic 70 - 1.62Dead+1.02Caiiateral+0.75Live-1.58$e smic 71 - 1.02Dead+1.02Co11ateral+0.15 now+1.58Seismic 72 - 1.02Dead+1..02Collateral+0. 15Snow-1.58Seismic 73 - 0.57Dead62.lSeismic 74 - 0.57Dead-2.lSeismic PLATE LIMITS: Flange_--- Web Area/ Seg Depth/Thick Widoh/ (2xThick) ---Flange--- Flange Area Id {.Cal_ Limit Cain Limit Thick Min Cala Limit. 1 134.3 200.0 10.0 0.250 0.134 1 .9 10.0 2 11.5.4 200.0 10.0 0.252 0. 56 2 .2 10.0 3 115.4 200.0 10.0 0.250 0.156 2.2 10.0 4 134.3 200.0 10.0 0.250 3.134 1 .3 10,0 FRAME AREA: Frame Area- 72.65 Building Area= 623.33 Ratios 0 .12 WEIGHTS: Member 1 2 3 4 Weight (Ib) 161 311 311 161 Total Weight (lb) Fr+ame = 944 Conn Plates = 107 Base Plates = 13 1.064 REACTIONS: (Sidewall Columns) Load Left_Column-----....---- -.... Right Colu:tn -" Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Py(k ) Fz (k ) M(/-k ) 1 4.65 9.40 0.00 0.00 -4.65 9.43 0.00 0.00 2 4.65 9.43 0.00 0.00 -4. 65 9.40 0.00 0.00 3 7.67 16.27 0.00 0.00 -7.67 16.32 0.00 0.07 4 7.67 16.32 0.00 0.00 -7.67 16.27 0.00 0.03 5 7 .67 16.27 0.00 0.30 -7.67 16.32 0.00 0.00 7.67 16.32 0.00 0.00 -7. 67 16.27 0.00 0.00 7 7.67 16.27 0,00 0.00 -7.67 1.6.32 0.00 0.00 8 7_57 16.32 0.00 0.00 7. 67 16.27 0.30 0.00 9 1 .23 2.52 0.00 0.00 -1.23 2.62 0.00 0.00 10 1.23 2 .52 0.00 0.00 -1.23 2. 52 0.00 0.00 52 N In VLn 14 14 4 4 4 4 4 4 4 4 4 b W WLO W W 4 44.0 444 N N N N N O� VI in W NJ r O m CU J Q1 UI A W NJ I O DO CO J Or U1 m W N 10 O m CO J pr UI lY NJ F O 10 m J In VI m W N NJ O 10 CO J m fn b W N F O CD CD 0 O ID 0 O N Po O V N n n 0) NJ W N O10 W W OOW N 4 W rD Co O VWW W 14 1-1 W N G) CI O1 T 10 0) 0 Or 4 N Ur OW NWO N 4 14-04 N N N UV F W W W F' N Y .Iw O N N I JN O NJmN 444 W DO 14 4 4 PO ND O O W WN ( D N N 4 4 4 4 N N DO o 0 ND 4 44 3 10 10 10 1 4 4 4 NJ 0 4 W N 0 10 CD NJ O n W N J W F' CO N _ J W to a co Dp O 01 OJ JWWNW OJ I .0 0 4 0 4 [n O N V O F' 4N ➢ Or CO 4 co 0 4 4 Q NJ N N 4 .D .o W W W m W W .D N O O N N O O W W 0 O W W 0 0 0 o 0 N O 01 0 Ur O to o W O N O 0 0 0 0 0 0 0 O O o O O O UI CR O o UI Ln 0 G 0 O O O 0 O O O 0 C) 0 O O O 0 0 0 O CD 10 1 1 10 10 Pc Ir - WO N 1° ° O ° N 0 O O U O N N I� W J NJ O lc p0 O W W CO -J CO r0 N 4 W O /4 W to W L/1 CO 1 m CO Or 61 (.11 YO m 0 O) ID O\ VI N i~ O O CO W NJ N O N4 N W N N Y H F' U (n UI F' 13 r W W W CD W Ni NJ I 1 I 1 J W W m N N N N (n N N P coN m J C9 A CO W Co m pJJ4] 4.3 ND W T 4 CO p p p m O co VI � O b Iv co Ln m ♦o co N N4 .D m W W W 4 m J= m Cr) 4 W O N N O N N CD W W O O O O O NJ O 01 O UI C) U1 O 01 O N O O o O O O O O O O O O O O N N O O 01 VI O O O O O O V O O CP O O O O O 1) O O O o DEFLECTIONS c '.Lateral Defi Load @ Top Of Col Vert Deft Id Left Right @ Mi.dspan -- 1 -0.26 0.28 -0.80 2 -0.28 0.26 -0 .80 3 -0.44 0.47 -1. 33 4 -0.47 0.44 -1..33 5 -0.44 0.47 -1-33 6 -0.47 0.44 -1.33 7 -0.44 0,47 -1. .33 S ...0.47 0.44 -1.33 9 -0.07 0.07 -0.2-_ 10 -0.07 0.07 -0.21 11 0.18 0.22 -0.04 12 -0.22 -0.18 -0.04 13 0.15 0.25 -0.15 14 -C.25 -0.15 -0.15 15 0.13 0.28 -0.21 16 0.13 0.28 -0.21 17 0.13 0.28 -0 .21 18 -0.28 -0.13 -0.21 19 -0.28 -0 .13 -0.21 20 -0.28 -0.13 -0.21 21 0.09 0.32 -3.33 22 0.09 0.32 -0.33 23 0.09 0.32 -0.33 24 -0.32 -0.09 -0.33 25 -0.32 -0.09 -0.33 26 -0.32 -0.09 -0.33 27 0.24 0.13 0.18 28 -0.13 -0,24 0.18 29 0.21 0, 16 0.08 30 -0.16 -0.21 0.08 31 -0.02 -0, 12 0.17 32 0.12 0.02 0.17 33 -0.02 -0.12 0.1E 34 0 .12 0.02 0.18 33 -0.05 -0.09 0.07 36 0.09 0 .05 0.07 37 -0.05 -0.09 0.07 38 0.09 0.05 0.07 39 0.00 0,15 -0.23 40 -0.15 0.00 -0.23 41 ....0.06 0,20 -42 0 .37 0.06 -0.37 43 -0.02 0.16 -0.26 44 -0.16 0.02 -0.26 45 -0.02 0.16 -0.26 46 0.16 0.02 -0.26 47 -0.02 0.16 -0.26 48 -0.16 0.02 -0.26 49 0.03 0.11 -0.12 54 50 -0.11 -0.03 -0.12 51 -0.08 0.08 0.23 52 -0.08 0.08 -0.23 53 -0.130.13 -0,37 54 -0.13 0.13 -0.37 55 -0.09 0. 09 -0.26 56 -0.09 0.09 ...0.26 57 -0.09 0.39 -0.26 58 -0.09 0.09 -0,26 59 -0.09 0.09 -0.26 60 - 0.09 J.09 -0.26 61 -0.04 0.04 -0.12 62 -0.04 0.04 -0.12 63 0.03 3. 98 -7...40 64 C.00 0.96 -1.40 63 -0. 98 -0.03 -1,40 66 -0.96 0.00 -1 .40 DEFLECTIONS RATIO: Lateral Dell Road @ Top Of. Col Vert Defl Id Left Right @ Midspan 1 490 459 599 2 459 490 599 3 295 275 360 4 275 295 360 5 295 275 360 6 275 295 360 7 295 275 360 8 275 295 360 9 1876 1753 2291 10 1753 1876 2291 11 706 594 12266 12 594 706 12266 13 865 507 3140 14 507 965 3140 15 1029 463 2247 16 1029 463 2247 17 1029 463 2247 18 463 1029 2247 19 463 1029 2247 20 463 1029 2247 21 1405 409 1465 22 1405 409 1465 23 1405 409 1465 24 409 1405 1465 25 409 1405 1465 26 409 1405 1465 27 530 1020 2632 28 1020 530 2632 29 609 801 6293 33 801 609 6293 31 7615 1.058 2767 55 32 1058 7615 2767 33 8029 1044 2736 34 1044 8029 2736 35 2526 1452 7303 36 1452 2526 7303 37 2568 1426 7099 38 1426 2568 7099 39 26707 846 2074 40 846 26707 2074 41 2307 651 1264 42 651 2307 1284 43 7135 808 1835 44 808 7135 1835 45 7135 808 1835 46 808 7135 1835 47 7135 828 1835 48 808 7135 1835 49 3930 1132 4020 50 1132 3930 4020 51 1641 1641 2074 52 1560 1660 2086 53 1015 1015 1284 54 1022 1022 1288 55 1453 1453 1836 56 1466 1466 1844 57 1453 1453 1836 58 1466 1466 1844 59 1453 1453 1836 60 1466 1466 1844 61 3182 3182 4020 62 3252 3252 4066 63 4627 131 342 64 99999 134 342 65 131 4627 342 66 134 99999 342 MAX DEFLECTION: Type Deflect Scan/Deflect Limit Live Vertical -1.10 436. 240. Horizontal Drift -0 .98 131. 60. Horizontal Spring Constant= 6.71 k/in P-DELTA: (Effective Length) CONVERGENCE CHECK: Max Deflect Ratio Left Column: 0.0413 Right Column: 0.0413 56 MAXIMUM DRIFT CHECK: Max Drift(in) Second/ Load First Second First Id Order Order Ratio 3 0.45 0.47 1.04 T16-203 Flange Hole 6/21/16 3:35pm T16-203 Rigid Frame Clearances 6/21/16 3:35pm VERTICAL CLEARANCE: LocationSpan R word Y Caord left 10'05-00" 1..'06-C8" 10'05-00" Right 10105-00" 38 '05-08" 10'05-00" Midspan 17'04-05" 20'00-00" 17'04-05" HORIZONTAL CLEARANCE: Location Span X coordt X, CoordR left - Right: 36'7.1-GO" 1.`06-08" 38'05-08" 24) -- T16-203 Weight Summary 6/21/16 3:35pm Total Weight (]b) Frame a 944 Conn Plates 107 Base Plates a 13 1064 T16-203 Warning Report 6/21/16 3:35pm No Warnings 57 *e_ *216-203 Sidewall Design Input 6/21/16 3:35pm • 1) JOBID: 'T16-20;' * ( 2) PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff r 'Y' 'N' 0.50 * ( 3) CESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic • Code Cold Hot Country Code Year Labe:. Zone 'WS' 'NAUSO7 ' 'AI5C05' '---' ' IBC ` '6g' 'MSC 10 "B * ( 4)DESIGN CONSTANTS: * ---Strength Factors-- * Stress Ratio ---Seismic--- * 6irt Panel Wind Frame Brace 1.03 1-08 1.0000 1.2000 1 .2000 * ( 5)STEEL YIELDS: * Web El; C Sec W Sec R Sec P Sac T Sec U Sec EP EP 55.0 55.0 55.0 55.0 30.0 50.0 46_0 50.0 55.0 55.0 * ( 6)DEFLECTION LIMITS: * ---Girt-.....- --Panel--- Part ' Wall Facia Wall Facia Wall 180. 90. 180. 40. 180. " 1 7)REPORTS: - Input Wall Door Wail * Echo Girt Jamb Panel .Y"2"1, _ ( 8)BUILDING TYPE: = Build L Expand EW R_ExpandEW * Type Use Offset Use Offset 'FF-' 'N ' 4 .000 'N ' 4.000 * ( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset * Surf (ft) (ft) (in) 4 0.0000 12.2500 0.250 20.0000 18.9167 8.250 40.0000 12.2500 8.250 40.0000 0.0000 0.250 * (10)SIDEWALL BAY SPACING: * No. ---Bay Set--- * Sets Width Quan 16.0000 4 * (11)WALE OPENINGS: 58 * No. Open Bay Sill Base Set Member Panel Jambi/ JanbR/ "Open Id Id Width Height Offset Type Height Elev Depth Select Opt Header Sill 0 " (12)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load —--Panel---- "No. Id Use Start End Start End Height Type Type Type Girt Col Part Opt 0 " (13)GIRT DESIGN: * Girt Flg_Brace Set Set Max Max Onbr * Type Out In Depth Lao Space Length 'ZF' 1C"N' 0.000 0.0000 7.3333 10.0000 * (14)GIRT LOCATION: " Set No. Girt * Loc Girt Location 'Y' 2 4.0000 8.0000 * (15) SPECIAL GIRT: " Sets Of --Bay Id-- Girt Girt Girt * Gifts Start End Height Type Rotate Use 0 * (16) PANELS/GUTTERS: " Wall Gutter—--- Insulation Stand Wall • Panel Use Type Width Use Thick Seam Liner' '26 PBR "-"N' 0.000 'N' 0.000 'N' ,---..-__ * (17) FACIA/PARAPET: Location Edge_Extend * No. Ext Facia Bay Bay Left Right Ext * Ext Id Type Start End flee Height (it) (Et) Mount 0 T (18)FACIA/PARAPET GIRTS: "Ext ----Top---- --Interior- --Gst.ter-- ---BackPane1-- Angie "Id Type Rotate Type Rotate Type Rotate Part Rotate Spacing * (19)BASIC LOADS: ---Deflection--- Wind • Basic Toad Ratio Load —Seismic— * Wind Snow Wind Seis Factor Dead Doerr 18.6 1 .00 1.00 1.00 1.00 3.00 0.0728 * (20)EDGE ZONE: * Zone Col/ " Width Girt Panel Jamb 4 .000 1.07 1.23 1.07 * (21)WIND PRESSURE/SUCTION: Wind Wind • Pressure Suction 17.7 -19.4 . . Girt/Header 59 22.0 -23.8 . . Panel 17.7 -19.4 . . Jamb 27.9 -18.6 . . Parapet Girt 1 (22)GIRT LAPS: * Opt Sets Left Right Oran Left Right Quan Left Right Quan '-' 0 * (23)GIRT STRAPS: Data ---Set 7.___ 'Opt Sets Strap Cluan Strap Quan Strap Quan Strap Quan '-' 0 * (24)EXPANSION JOINTS: * No. 'Exp Expansion_Location * (25)BEAMS: *No. Bay. *Beam Id Use Offset Height 0 * Code files used: * MA_MSC.10 • EW MA MSC.10 Version 4.0 JT16-203 �RSidewall Design Code 6/21/16 3:35pm STRUCTURAL CODE: Design Basis : WS - Working Stress Hot Rolled Steel. : AISC05 Cold Formed Steel.. : NAUSC7 BUILDING CODE: Wind Code : MSC 10 (TBC C9) Seismic Zone : B MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) T16-203 Flush Girt Summary 6/21/16 3:35pm GIRT LAYOUT: Bay Girt Bay Offset Design Load ---Max Load--- Id Id Locate Part Start End Length Weight Width Id UC Report Rot 1 1 4.000 8X25316 0.00 16.00 15.33 42.9 4.00 WS 0.72 Moment D 2 8.000 8X25Z16 0.00 16.00 15.33 42.9 3.79 WS 0.68 Moment D 60 2 3 4.030 8X25216 0.00 16.00 15. 33 42.9 4.00 WS 0.72 Moment 4 8.003 3X25216 0.00 16.00 15.33 42.9 3.79 WS 0.68 Moment 0 3 5 4.000 8X25216 0.00 16.00 15,33 42.9 4.00 WS 0.72 Moment D 6 8.000 8X25216 0.00 16.00 15.33 42. 9 3.79 WS 0. 68 Moment 0 4 7 4.000 8X25216 0.00 16.00 .15,33 42 .9 4.00 WS 0.72 Moment D 8 8.000 8X25216 0.00 1.6.00 15,33 42. 9 3.79 WS 0. 68 Moment 0 WS - Wind Suction GIRTT INSIDE FLANGE; BRACE: No._Brace/Bay 1 2 3 4 0 0 0 0 GIRT STRENGTH: Bay Girt Ld ----Shears ) --- -Moment(f-k 1- Mom+ --Def.lect(ic) --- Id Id Id Cabo Limit UC Calc Limit UT Shear Talc Limit SC 1 1 WP 0,54 2.44 0,22 -2 .08 4.42 0,47 0.34 -0.39 1.02 0,38 WS -0.61 2.44 0.25 2.30 3.18 0.72 0.37 3.43 1.02 0.42 SP 0,01 2.92 0.00 -0.03 5.31 0.00 0.30 0.00 1.32 0.00 SS -3,01 2.92 0,00 0.03 3.82 0. 31 0,00 0.00 1 .02 0.00 1 2 WP 0.51 2.44 0,21 -1 . 97 4.42 0,45 0,32 -0.37 1.02 0.36 WS -0.58 2.44 0.24 2 .1.8 3.18 0,68 0,36 0.41 1.02 0,40 3_ -0.01 2.92 3.03 -0.02 5.31 0.00 0.00 0.00 1.02 0.03 65 0.01 2.92 0.30 0.02 3.82 0,01 0.00 0.00 1. .02 0.00 2 3 W? 3.54 2.44 0.22 -2,08 4 .42 0. 47 0.34 -0.39 2 .02 0,38 WS -0.59 2.44 0,24 2.28 3.18 0,72 0.31 0.43 1.02 0.42 5? 0.01 2.92 0.00 -0 .03 5.31 0.00 0.00 0.00 1.02 0.00 SS -0.01 2.92 0,00 0.03 3.82 0.01 0,00 0.00 1.02 0.00 2 4 WP 0.51 2.44 0.21 -1.97 4.42 0,45 0.32 -0.37 1. .02 0.36 WS -0.56 2.44 0,23 2.16 3.18 0. 68 0.35 0.41 1.02 0.40 SP -0.01 2.92 0.00 -0.02 5.31 0.03 0,00 0.00 1 . 02 0. 00 SS 0. 31 2.92 0.00 0.32 3.82 0.01 0.00 0.00 1.02 0.00 3 3 W? 0.54 2.44 0.22 -2.08 4.42 0.47 0.34 -0.39 1.02 0.38 WS -0.59 2.44 0.24 2.28 3.18 0.72 0.37 0.43 1.02 0.42 SP 0.01 2. 92 0.00 -0.03 5.31 0.00 0.00 0.00 1..02 0.00 SS -0,01 2. 92 0.00 0.03 3.82 0.01 0.00 0.00 1 .32 0. 00 3 6 WP 0.51 2.44 0.21 -1,97 4.42 0,45 0.32 -0.37 1.02 3.36 WS -0.56 2.44 3,23 2.16 3.18 0.68 0.35 0.41 1.02 0.40 5P 0.01. 2.92 0.00 -0.02 5.31 0.03 0.00 3.00 1 .02 0.00 55 -0.01 2.92 0.00 0. 02 3.82 0.01 0.00 0.00 1.02 0.00 4 7 WP 0.54 2.44 3,22 -2.08 4.42 0.47 0.34 -0.39 1.02 0.38 WS 0.61 2.44 0.25 2.30 3.18 0.72 0,37 0.43 1.32 0-42 5P 0.01 2.92 0.00 -0.03 5.31 0,00 0.00 0.00 1.02 9.00 SS -0.01 2.92 0,00 0.03 3.82 0.01 0.00 0.00 1.02 0.00 4 8 W? 0.51 2.44 0.21 -1. 97 4.42 0,45 0.32 -0.37 1 .02 0.36 WS 0.58 2.44 0.24 2. 18 3.18 0.68 0.36 0.41 1,02 0.43 SP 0.01 2.92 0.00 -0.02 5.31 3,00 0.00 0.00 1..02 0.00 55 -0,01 2.92 0.00 0.02 3.82 0.01 0.00 0.00 1.02 0.000 61 WE' - Wind Pressure WS - Wind_Suction SP - Seismic_Pressure SS - Seismic Suction T16-203 Weight Summary 6/21/16 3:35pm Girts = 343.47 Frame Openings = 0.00 343.47 T16-203 Warning Summary 6/21/16 3:35pm . . No Warnings 62 *T16-203 Sidewall Design Input 6/21/16 3:35pm * ( 1) GOBI'D: 'T16-233' * ( 2) PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'B' 'Y' 'N' 0.50 * ( 3) DE^SIGN CODE: -Design --Sten: Code-— ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUSC7 ' 'AT_SC053 '----' 'IBC ' '09' `^ASC 10 'S ' ' ( 4)OES_GN CONSTANTS: --Strength Factors-- " Stress_Ratio ---seismic--- * Girt Panel Wind Frame Brace 1.03 1.33 1.0000 1.2030 1.2303 * ( 3) STEEL YIELDS: • Web Flg C Sec W Sec R Sec P Sec T Sec U Sec EP BP 55.0 53.0 55.0 55.0 50.0 50.0 46.0 53.0 55.0 55.3 * ( 6) DEFLECTION LIMITS: * ---Girt--- --Panel--- Part - Wall Facia Wall Facia Wall 180. 90. 180. 90. 580. * ( 7)RE?ORTS: * Input Wall Door Wall ' Echo Girt Iamb Panel '17 717"2"Y7 * ( 8)BUILDING TYPE: * Build L Expand EW R_Exyand_EW • Type Use Offset Use Offset 'FF-' .N .4.302 'N ' 4.000 * ( 9)SURFACE SHAPE: * Nc. XCoord Y_Coord Offset ' Surf (ft) (ft) (in) S 0.3000 12.2503 0.250 20.0000 18.9167 8.25E 40.0000 12.2500 8.25C 40.0000 0.0000 0.250 * (10)SILEWAIL BAY SPACING: • No. ---Bay Set_-- * Sets Width Quan 1 16.0000 4 *(il)WAL;.. OPENINGS: 63 * No. Open Hay Sill.. Base Set Member Panel JambL/ J+ambR/ *0'pen Id Id Width Height Offset Type Height Eiev Depth Select Opt Header Sill 0 * (12) PARTIA.L WALLS: * --Bay Id- ----Offset---- Jamb Base Top Fuld. Load - ---PPanel---- *No. Id Use Start End Start End Height Type Type Type Girt Col Part apt 0 - (13)GIRT DESIGN: * Girt Fig Brace Set Set Max Max Unbr * Type Out In Depth Lap Space length 'ZF' 'C' 'N' 0.000 0.0000 7.33.33 10.0000 * (14)GIRT LOCAIION: • Set No. Girt • Loc Girt Location 'Y' 2 4.3000 8.0000 ' (15) SPECIAL GIRT: • Sets Of --Bay_Id-"- Girt Girt Girt * Girts Start End Height Type Rotate Use 0 * (16) PANELS/GUTTERS: - Wall -----Gutter----- Insulation Stand Wall * Panel Use Type Width Use Thick Seam. Liner '26 PBR "-"N''N' 0.000 'N' 0.000 w (17)FACIA/PARAPET: * Location Edge_Extend * No. Ext Facia Bay Bay Left Right Ext. * Ext Id Type Start End Elev Height (f_) (ft) tcount 0 * (18) FACIA/PARAPET GIBS: 'Ext ---Top--- - --Interior- ---Gutter-- ---Back Panel.--- Angle *I:d Type Rotate Type Rotate Type Rotate Part Rotate Spacing * (19)BASIC LOADS: * —Deflection--- Wind * Basic Load Ratio Load ---Seismic--- * Wind Snow Wind Seis Factor Dead Coeff 18.6 1.00 1.00 1 .00 '.CO 3.00 0.0728 *(20)EDGE ZONE: * Zone Col/ * Width Girt Panel Jamb 4.000 1.07 1 .23 1.07 * (21)WIND PRESSCRE/SUCT=CIN: Wind Wind • Pressure Suction 12.7 -19.4 .. Girt/Reader 64 22.0 -23.8 . . Panel 17.3 -19.4 .. Jamb 27.9 -18.6 . . Parapet Girt * (22)GIRT LAPS: Data Set 1_______ ______Set 2-_____- * Opt Sets Left Right Quad Left Right Quan Left Right Quan '-' 0 * (23)GIRT STRAPS: *Opt Sets Sets Strap Quan Strap Quan Strap Oben Strap Oran '-' 0 * (24)EXPANS1ON JOINTS: * No. *Exp Expansion_Location S * (25)BEAMS: *No. Bay *Bea Id Use Offset Height 0 * Code files used: * MA MSC.10 • EW MA MSC.10 version 4.0 T16-203 Sidewall Design Code 6/21/16 3:35pm STRUCTURAL CODE: Design Basis : WS - Working Stress Hot Rolled Steel : AISCO5 Cold Formed Steel : NAUS"7 BUILDING CODE: Wind Code : MSC 10 (IBC 09) Seismic Zone : B MODULUS OF ELASTICITY Hot Roiled Steel : 29000 (ksi ) Cold Formed Steel . 29500 (ksi ) T16-203 -;w-Flush Girt Summary 6/21/16 3:35pm GIRT LAYOUT: Bay Girt Bay-Offset Design Load ---Max Load--- Id Id Locate Part Start End Length Weight Width Id UC Report Rot 1 1 4 .000 8X257.16 0.00 16.00 15.33 42.9 4.00 WS 0.32 Moment 2 8.000 8%25216 0.00 16.00 15.33 42.9 3.79 WS 0. 68 Moment D 65 ----- ----- -- ---- ------ --- 2 3 4 .000 8E25216 0.00 16.00 15.33 42.9 4.00 WS 0.72 Moment D 4 8,000 9E25216 0.00 16.00 15.33 42.5 3.79 WS 0.68 Moment D 35 4 .000 8E25216 0.00 16.00 15.33 42.9 4 .00 WS 0.72 Moment D 6 8.000 8X25216 0.00 16.00 15.33 42.9 3.79 WS 0.68 Moment D - 4 7 4 .000 8X25216 0.00 16.00 15.33 42.9 4.00 WS 0.72 Moment D 8 8.000 9E25216 0.00 16.00 15.33 42.9 3.79 WS 0.68 Moment Z. IDIS - Wind Suction GIRT INSIDE F;,ANGE BRACE: No._Brace/Pay 1 2 3 4 - 0 0 0 C GIRT STRENGTH: nay Girt Ld ---Shear (k 1-__ --Moment (f-k 7..._ Mom+ --Detlect(in)- :d Id Id Galt Limit DC Calc Limit CC Shear Calc Limit UC - 1 1 WP 0.54 2.44 0,22 -2.08 4.42 0.47 0.34 -0.39 1,02 0.38 WS -0.61. 2.44 0.25 2.30 3.18 0.72 0.37 0.43 1.02 0.42 SP 0.01 2.92 0 .00 -0.03 5.31 0.00 0.00 0.00 1.02 0.00 SS -0.01 2.92 0.00 0.03 3.82 0 .01 0.00 0.00 1. .02 0.00 1 2 W? 0.51. 2.44 0,21 -1 .97 4 .42 0.45 0.32 -0.37 1 .02 0.36 WS -0.58 2.44 0.24 2.18 3.18 0.68 0 .36 0.41 1..02 0.40 SP -0.01 2.92 0.00 -0.02 5.31 0,00 0.00 0.00 1..02 0.00 SS 0.01 2.92 0.00 0.02 3.82 0.01 0.00 0.00 1.02 0.00 2 3 W? 0 .54 2.44 0.22 -2.08 4 .42 0.47 0.34 -0.39 1 .02 0.38 WS -0.59 2.44 0.24 2.28 3.18 0.72 0.37 0.43 1.,02 0.42 SP 0.01 2.92 0.00 -0.03 5.31 0.00 0.00 0.00 1.02 0.00 SS -0.01 2.92 0.00 0.03 3.82 0.01 0.00 0.00 1.92 0.00 2 4 WP 0.51. 2.44 0.21 -1.97 4.42 0.45 0.32 -0.37 1 .02 0.36 WS -0.56 2.44 0,23 2.16 3.18 0. 66 0.35 0.41 1.02 0.40 5P -0.01 2.92 C .00 -0.02 5.31 0.00 0 .00 0.00 1 .02 0.00 SS 0.01 2.92 0.00 0.02 3.82 0.01 0.00 C.00 1.92 0.00 3 5 NF 0.54 2,44 0.22 -2.08 4.42 0.47 0.34 -0.39 1.02 0.38 WS -0 .59 2.44 0,24 2.28 3.18 0.72 0.37 0.43 1. .02 0.42 8? 0.01 2.92 0 .00 -0.03 5.31 0.00 0.00 0.0C 1,02 0 .00 55 -0.01. 2. 92 0.00 0.03 3.82 0.01. 0.00 0 .00 1.02 0.00 3 6 WP 2.51 2.44 0.21 -1.97 4.42 0.45 0.32 -0.37 1.02 0.36 WS -0. 59 2.44 0,23 2.16 3.16 0, 68 0.35 0.41 1.02 0.40 SP 0.01. 2.92 0 .00 -0.02 5.31 0.00 0.00 0.00 1.,02 0.00 SS -0.01. 2 .92 0.00 0.02 3.82 0,01 0.00 0.00 1.02 0.00 4 7 W? 0.54 2.44 0.22 -2.08 4.42 0.47 0.34 -0.39 1.02 0.38 WS 0.61 2.44 0.25 2.30 3.18 0.72 0.37 0.43 1.02 0.42 SP 0.01 2.92 0.00 -0.03 5.31 0.00 0.00 0.00 1.02 0.00 SS -0.01. 2.92 0.00 0.03 3.B2 0.01 0.00 0.00 1..02 0.00 4 8 'W2 0.51. 2.44 0.21 -1 .97 4.42 0,45 0 .32 -0.37 1.02 0.36 WS 0.58 2.44 0.24 2.18 3.18 0.68 0.399 0.41 1 .02 0.40 5P 0.01 2.92 0.00 -0.02 5.31 0.00 0.00 0.00 1..02 0.00 SS -0.01 2.92 0.00 0.02 3.92 0.01 0.00 0.00 1.02 0.00 66 WP - Wind Pressure WS - Wind_Suction SP - Se,ismic_Pre.ssure S5 - Seismic Suction T16-203 Weight Summary 6/21/16 3:35pm Girts = 343.47 Frame eenings = 0.00 343.47 T16-203 Warning Summary 6/21/16 3:35pm ee . . No Warnings 67 *T16-203 Endwall Design Input 6/21/16 3:35pm -- * ( 1)JOBID: '^16-203' * ( 2) PROGRIN OPTIONS: * EW Run Run Run Run No. Lap * Id Col/Raf Girt Brace Panel Cycle Stiff 'L' 'Y' 'N' 4 0.50 * ( 3)DESIGN CODE: 'Design ---Steel_Code--- ---Build--- Code Seismic • Code Cold Hot Country Code Year Label Zone 'WS' 'NA0S07 ' 'ASSC)15` ---' 'IBC ' '09' 'NSC 10 "B * ( 4) DESIGN CONSTANTS: ---Strength Factors-- * ---Stress Ratio--- ---Seism_c--- • Col/Raf Girt Panel Wind Frame Brace 1.03 1.33 1.03 1.0000 1 .2000 1.2000 * ( 5) STEEL YIELDS: * Web Fig C Sec W Sec F Sec P Sec T Sec U Sec EP BP 55.0 55.0 55.0 55.0 50.0 50.0 46,0 50.0 55.0 55.0 *( 6)DEFL'ECTION LIMITS: * Rafter----- ---Girt-- --Panel--- Part Wind * Live Wind Total Column Wall Facia Wall Facia Wall Bent 240. 240. 0. 180. 180. 90. 180. 90. 130. 60. * ( 7)REPORTS: * input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'Y' .11 .Y. .2' ,y, * ( 8)BUILDING TYPE * Build Build Build -----Expand SW * Type Width Length Use Offset Flange 'FF-' 40.0000 64.0000 'h1 ' 4.00 0.000 * ( 9) SJRFACE SHAPE: * No. X_Coord Y_Coord Offset * Surf (£t) (ft) (in) 4 0.0000 12.2500 8.250 20.0000 18.9167 8.250 40.0000 12.2500 8.250 40 .0000 0.0000 8.250 * (i0)BAY SPACING: *No.Roof Roof Frame No. ---Bay Set--- * Bay Bay Recess Sets Width Quan 4 16.0000 0.3333 3 11.0000 - 18.0000 11.0000 1 68 * (11)WALL OPENINGS: " No. Open Say Sill Base Sec Member Panel JambL/ Jamba/ *Open .Id Id Width Height Offset Type Height Elev Depth Select Opt Header Sill 2 1 2 16.0000 13.2.500 1.0000 42 0.0000 9.000 0.000 C. - 2 3 3.3333 7, 1667 4.5000 11 0.0000 9.000 0.000 'C _ * (12)WIDc OPENING LAYOUT: -----Open--- Bay7d -Clear'_Cpening-- Wedge Stub Column Total -No. Id Type St End Width Height Height Elev Mount Weight 0 * (13)WIDE OPENING AND STRUT FRAMING: *-Open- ----Doer Jamb----- Stub Head Back =race Stzut -Header Beam- Deflection 'No. Id Type FlgWid FlgThk Type Type Type Loc Type Type Max_Spc Horn Vert 0 * (14)WID%. OPENING HEADER LOCATION: `-Open- No. Column *No. Id Location Location 0 - (15)PARTTAL WALLS: Jamb Base Top Full_Load1..--- -No. Id Use Start End Start End Height Type Type Type Gist Col Part Opt 0 • (16)COLUMNS: Max *Same UnBrace *Depth Length 60.000 9 (17)COLuMN PART 6 ELEVATION: Base *No. Id Type Part Rot Depth Elev 4 1 'CR - '-' 0.000 9.000 2 'CR ' '--- ' '-' 0.000 9.000 ' `-' 0.000 9.000 4 'CR ' '--- ' '-' 0. 000 9.000 '(18)CO:.GMN SALT-CES: Co . • No. Id. Locate Type -(19)RAFTERS: *Rafter Flange " Same Brace 69 ,Y Y' * (20)RAFTER PART: • Surf *No. Id Type Part Depth 2 2 'CR ' -' 0.000 3 'CR ' ' 0.000 * (21)RAFTER SPLICES: • Surf * No. Id Locate Type 1 3 0.0000 'M ' * (22)GIRT DESIGN: *Girt Fig Brace Set Set Max Girt To Cne Girt Max Unbr *Type Out In Offset Project Depth Lap Space Rafter Depth/Bay Length 'Zr 'C` 'N' 0.300 0.000 0.003 0.0000 7.3333 'Y' 'Y' 5.0000 * (23)GIRT :LOCATION: * Set No. Girt * Loc Girt Location 'Y' 4 4.0000 8.0000 12.0000 16.0000 * (24)SPECIAL GIRT: * Sets_Of —Bay Id-- Girt Girt Girt * Girts Start Erd Height Type Rotate Use 0 * (25)SIDEWALL GIRTT: *Wali Girt No. Girt * Id Type Depth Offset Project Girt Location 2 '8F' 8.000 0.000 0.000 2 4.0008 8 .0000 4 'ZR' 8.000 0.000 0.000 2 4.0000 8.0000 * (26)ROOF PURLINS: *Surf Surf No. Peak No. .Eur-_in_Set- * Id Ext Purltn Space Sets Space Quan 2 1.000 6 1.3333 0 3 1 .000 6 1.3333 * (27)PANELS/RF COLUMMS: * Wall Liner Insulation -Qpen_Bay- RE_InteriorCol'umns * Panel Pane].. Use Thick F SW B SW Type No. Locate '26 PBR 'N' 0.000 'Y' 'Y' '-' 0 * (28)WALL FRAMING OPTIONS: * Order Of Seiection-- -- * Panel Diagonal Wind Wind Brace • Shear Bracing Bent Column Option Height 'N' 'Y' 'N' 'N' -- 00000 * (29)WAii. BRACING: • Wind Brace No._Bay Specified * Shear Type Specified Bays For_Bracing 80.0 'C ' 1 1� *(30)WIND BENTS: 70 --Membex-- No. * Type Depth Bay Bay Id '-' 0.00 Bay_ Id COLUMNS: * --Member-- No. Left/ • Type Depth Bay Bay Sd Right 0.00 0 * (32)WALL BRACING A'TTACHMEN'T • No. Attach --Bay Id-- No. *Attach Id Start End level Level Height C * (33)EAVE EXTENSION: `Wall No. Ext -Bay Id-- -Edge_Extend- Ext *Id Ext id Start End Height Width Slope Left Right Mount 2 1 1 1. 4 12.250 1. . 000 4.000 1.000 1.000 4 '1 2 1. 4 12.250 1..000 4.000 1.000 1.000 'F' - (34)CANOPY: *Wal_ No. Ext -Bay_Id-- -Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount C 2 0 4 0 * (35) FACIARARAPET . *Wall No. Ext Fac Bay-Id ----Attach_Beam---- ---Facia/Parapet--- Edge Extend Ext = Id Ext Id Type St End Height Width Slope Elev Height Slope left Right Mnt (C,E) (£t) (ft) (?:12 ) (ft) (ft) (3:12 ) (ft) ift) 1 2 0 4 0 * (36)FACIA/PARA?ET GIROS: *Ext --...-Top_--- -_Interior- ---Bac:X_Panel.-._- Angle `Id Type Rotate Type Rotate Part Rotate Spacing * (37)ADJACENT BUILDING: *Wall No. Ext -Bay Id-- -Edge_Exten - Ext Ext Id Sart End Height 'Width Slope left Right Mount 2 0 4 0 * (38)LOADS FOR EAVE EXTENSION, CANOPY, FACIA, PARAPET, AND ADJACENT BUILDING: '"Ext Ext_Beam Facia/Parapet Facia/Parapet Girt *Id Dead Collar Live Snow Rain Press Stet Press Scct Press Suct 1 2.00 0.50 20.00 80.00 0.00 0.00 -40.97 0.00 0.00 0.00 0.00 2 2.00 0.50 20.00 80.00 0.00 0.00 -40.97 C.00 0.00 0.00 0.00 * (39)BASIC LOADS: * --Deflection-_f-ection- Wind * Dead Collat live Snow Rain Basic Load Ratio Load • Goad Load Load Load Load Wind Snow Wind Seis Factor 6.0 0.5 20.0 38.5 0.0 18.6 1.00 1.30 1..00 1 .00 71 8 (40)EDGE ZONE: • Zone Col/ • Width Girt Panel Jamb 4.000 1.07 1.23 1.07 * (4l)BASIC LOADS AT LAVE: *Sets Seas Se is Torsion Forces "Dead Girt Load Wind Seismic 3.0 0.0728 0.74 0.00 0.00 * (42}LONGITUDINAL BRACING LOADS: * ---Wind ---Seismi.C- * Horz Vert Horz Vert C .00 0.00 0.00 0.00 . . left Column 0.00 0.00 0.00 0.00 . . Right Column * (43)WIND PRESSURE/SUCTION: * Wind wind * Press Suct 17.7 -19.4 . . Column 17.7 -19.4 .. Girt/Header 17.7 -19.4 . . Ramo 22,0 -23,8 . . Panel 27.9 -18.6 . . Parapet Girt 27,9 -18,6 . . Transv Bracing, Facia/Parapet *(44)WIND COEFFICIENTS: Column/Rafter Rafter Column/Bracing * Surf Wind 1 Wind_2 Wind 2 Long_W).nd Surface * Id Left Right Left Richt Left Right 2 Friction 1 0.53 -0.75 0.89 -0.39 0.63 -0.88 -0.63 -0.27 0.00 2 -1 .17 -0.81 -0.91 -0.45 -1. 17 -0.81 -0. 87 -0.51 0.00 3 -0.81 -1.17 -0,45 -0.81. -0.81 -1.17 -0.87 -0.51 0.00 4 -0.75 0.53 -0.39 0.89 -0.88 0. 63 -0.63 -0.27 0.00 8 (45)COLUMN DESIGN LOADS: *-Load- ---Live-- -Add_Snow- Wind_l Wind_2 Long Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Richt Left Right - 2 Press Sb¢ Long Tran TA Coef 32 1 1.00 1.03 1.00 3.00 0.00 7.00 0,00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 3.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0 .00 0.00 0.00 0.00 0900 0.00 0.00 0.00 0.00 0.00 0 0.00 5 0.80 0.80 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0,00 0.00 0.00 1.07 0.00 0.00 0 0.03 6 0.80 0.80 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 1.07 0.00 0.00 0.00 1..07 0.00 0.00 0 0.00 0.80 0.80 0.00 0.00 0.33 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0.00 2 .07 0. 00 0.00 0 0.00 8 0.30 0.80 0.00 0.00 0.33 0.33 0.00 0.00 0.30 0.00 1.07 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0 0.00 72 9 0.80 0.80 0.00 0.00 0.33 0.00 0.33 0.00 0.00 0.00 1.07 0.00 3.00 0.00 0.00 1.07 0.00 0.00 0 0.00 10 0.80 0,80 0.00 C.00 0.33 0.00 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 1.07 0.00 0.00 0 0.00 11 0.30 0.87 0.00 0.00 0.33 0.33 0.00 0.00 0.00 0.00 0.02 1.07 0.00 0.00 0.00 1.07 0.00 0.000 0.00 12 0.80 0.80 0.00 0.00 0.33 0.00 0.33 0.00 0.00 0.00 0.00 1 .07 0.00 0.00 0.00 1.07 0.00 0.00 0 0.00 13 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0 0.00 14 0.60 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0 0.00 15 0.60 0.00 0.00 0.00 0.00 0.00 0,20 0.00 1 .00 0. 00 0.00 0 .00 2.00 0.00 0.00 1.00 0.00 0.00 0 0.00 16 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 .00 0. 00 0. 00 0.00 1.0C 0.00 0.00 0 0.00 17 0.60 0.03 0.02 0.00 5.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1. 00 0.00 0.00 0 0.00 18 C. 60 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 0.00 0.00 0.00 1.00 0.00 3.00 0 0.00 19 1.33 1.03 0.00 0.00 0.00 3.00 C.30 0.0C 0.00 0.00 0.000 0.30 0.00 0.00 0.00 0.00 3.00 0.70 0 0.00 20 1.03 1 .03 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0 .00 0.00 0.00 0.02 0.00 0.00 -0.70 0.00 21 0.82 0.82 0.33 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 3.67 0 0.00 22 0.82 3.82 0.33 0.00 0.00 0.00 3.00 0.00 0.00 3.02 0.00 0.0C 0.00 0.00 0.00 0.00 0.00 -0.67 0 0.00 23 0.82 0.32 0.00 0.00 0.11 0.00 0.00 2.30 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0 0.00 2� 0.82 0.82 0.00 0.00 , 0.00 0.00 0.30 0.00 0.00 0.00 3.00 0.00 0.00 _ 2.00 0.00 0.00 -0.67 0 0.00 25 0.82 0 .82 2. 00 0.0C 0. 17 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 67 0 0.00 26 0.82 0.82 0.00 0.00 0.17 0.17 3.00 0.00 0.00 0.0C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.67 0 0.00 27 0.82 0.32 0.00 0.00 0.17 0.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.0C 0,00 0.00 0.00 0.67 0 0.00 28 0.82 0.82 0.00 0.00 0.17 0.00 0.17 0.00 0.00 0.00 0.00 0.00 0.30 0.00 0.00 0.00 0.00 -0.67 0 0.00 29 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.80 0.00 3.00 0.00 0.00 0.00 0.70 0 0.00 30 0,57 0.00 0.00 0.00 0.00 0.00 0.30 0.00 0,00 0.00 3.00 0. 30 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 31 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 1 1.00 32 1.00 1.00 0.00 0 .00 0.01 0.00 0.00 0.00 0 .20 0.00 0.02 0.00 0.20 0. 00 0.00 0.00 0.30 0.02 2 1.00 * (46)COLUMN DESIGN LOADS: Deflection *-Load_ ___gyne__._ -Add Sncw- Wind_1 Wind_2 Long_Wand Column Wind -Seismic-- Aux Load "No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right. Left Right 1. 2 Press Suet Long Tran Id Coef 0 + (47)RAFTER DEESIGN LOADS: 73 *-Load- ---Live - -Add_Snow- Wind 1 Wind_2 Long Wind Column Wind -Seismic-- Aux Load Long_ Wind Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left. Right _ 2 Press Suct Lang Tran Id Coef 26 1 1,00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 1.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.03 1.00 1.00 0.00 0.0C 1.00 1 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0 .00 0.00 0.00 0 0.00 4 1 .00 1 .00 0.00 0.00 1 .00 0.00 1. .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0 0.00 5 0.60 C .00 0.00 0.00 0.00 0.00 0.20 3.00 1.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0 0.03 6 0.60 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0 .00 1 .00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0,00 7 0 .60 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 0.60 0.00 0.0G 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 7 1.00 10 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. .00 0.00 3.00 0.00 0.00 0.00 8 1.00 11 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0. 00 0.00 0.00 0,00 0 .00 1 .00 0.00 0.00 0.00 0.0E 9 1.00 12 0,60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 10 1.00 13 0.80 0.80 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.67 0 0.00 14 0.80 0.80 0.33 C.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.67 0 0.00 15 0.80 0.80 0.00 0.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0 0.30 16 3.80 0.80 0.00 0.00 0.17 0 .00 0.00 0.00 0 .00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.67 0 0.00 17 0.80 0.80 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0 0.00 18 0.80 0.80 0.00 0.00 0.17 0.17 0.00 0 .00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 -0.67 0 0.00 19 0.80 0.80 0.00 0.00 0. 17 0.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 67 0 0.00 20 0.80 0.80 0.00 0.00 0.17 0.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.67 2 0.00 21 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0 .00 0.30 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.00 3.00 1 1.00 22 1.00 1.00 0 .00 0.00 0.01 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 2 1.00 23 1.90 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,30 0.00 0.00 0.00 0.00 0.00 0.00 3 1 .00 24 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 25 1.00 1 .00 3.01 0.30 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 26 1 .00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 6 1.00 74 * (48)RAFTER DEESIGN LOADS: Deflection *. Loaive--- -Add Snow- Wind_1 Wind 2 Long_WInd Column Wind -S=iscaic- AUK Load - *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suet Long Trar. Id Coef * (49)BRACING DESIGN LOADS: *-Load- ---Live--- -Add_Snow- Wind_l Wind._2 Long_Wind Column Wind -Seismic-- Aux Load *No Id Dead Col_ Roof Floor Snow Drift Slide Rain :daft Right Left Right 1 2 Press Sect Long Tran Id Coef 4 1 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 1. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 1 .00 0.00 0.00 0.00 0.00 0.00 0,00 0 0.00 3 0,00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 0 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1..00 0 0.00 * (50)AUXILIARY LOADS: • No. Aux Aux No._Add Add Load * Aux Id Name Combs Id Coef 10 1 'ELUNB .5:. L' 3 1 0.3C 2 1.20 3 0.79 2 'ElUNA_SL_R' 3 2 0.30 1 1.20 4 0.79 3 'ElPAT LL_1 ' 3 5 1.00 6 1.00 7 1.00 4 'E1PAT LL 2' 3 6 1.00 7 1.00 8 1.00 5 'EIPAT L.1_31 2 5 1 .00 8 1.00 6 'E1PAT_LL4 ' 2 6 1 .00 7 1.00 7 'LWINDS L 7 I 9 1.00 B CwINJ1 3 1 1.0 1.00 9 'LWIND2 L ' 1 9 1.00 10 'LWIND2 R 1 10 1.00 *(51)ADDITIONAL LOADS: * No. Add Lou Basic Load FX FY Mom X Y _Corm * Add Id Id Load Type WI W2 Co DLI 0L2 . .Dnif 10 1 3 'U SNOW "0 ' -0.320 0.320 -9.33 0,00 21 .38 2 2 'U SNOW "D ' -0.3223 -0.320 0.33 0.00 21.08 3 2 'U SNOW "a ' -0.320 -0.320 0.33 11.52 21 .08 4 3 'U SNOW "D ' -0,320 -0.320 -0.33 0.00 9.56 5 2 '0 LIVE "D ' -0.166 -0 .166 0.33 0.00 11. 60 6 2 M. LIVE "D ' -0,166 -0.166 0.33 11.60 21.08 7 3 'II LIVE "0 ' -3. 166 -0.166 -0.33 0.00 9.49 8 3 MI LIVE "D ' -0.166 -0.166 -0.33 9.49 21.08 75 9 2 'U_WIND "D ' 0.065 0.065 0.00 0.00 8.00 '`_0 3 'U WIND v 0.065 0,065 0.00 13.08 21.08 ` (52)GIRT LAPS: Data -_____Set 1__--_..._ ____-_Set 2__-....___ * Opt Sets Left Right Quan Left Right Quan Left Right Quan * (53)GIRT STRAPS: `Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan -. 3 * (54) PANEL SCREWS: ' No. Screw Washer Screw Screw *Zone Zone Part Dia Dia Space Strength 'BASE' '*17E ' 0.213 0.500 12.000 2.000 " (55)BEAMS: *No. Bay *Beam Id Use Offset Height 0 ' (56)STEP LOAD COEFFICIENTS: * Basic Location No. ----Step 1--- ----Step_2--- ----Step_3--- *No. Load Use Id Step Locate Coef Locate Coef Locate Coef 6 'WINDL1' '-' 2 2 20.0005 1.020 22.0819 0, 692 'WINDRL' '-' 3 2 1 .0819 0.692 21,0819 1 .00P 'WINDL2' 'R' 2 2 20.0000 1 .000 21-0819 0, 555 'WINDR2' 'R' 3 2 1.0819 0.55.5 21 .0819 1 , 000 'WTND;,2' 2 2 20.6300 1.000 27..0819 0,692 'WINDR2 ' 'C' 3 2 1.0819 0. 692 21..0819 1.000 * (57)CAP SPRING : * Column Horiz * No. Id K 0 * 450:ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Flew 0 * (59)RIGIu FRAME COORDINATES: *Frame Frame * Id Type No. X Coord Y Coord 0 __' 0 • Code files used: * MA MSC.10 * EW MA MSC. _0 Version 4.0 216-203 Enthrall Design Code w 6/21/16 3:35pm STRUCTURAL CODE: 76 Design Basis : WS - Working Stress Hot Rolled Steel : AISCO5 Cold Formed Steel : NACS07 BUILDING CODE: Wind Code : MSC 10 (IBC 09) Seismic Zone : B MODULUS OF ELASTICITY Hort. Rolled Steel : 29000 (ksi. ) Cold Formed Steel : 29500 (ksi ) T16-203 a Column a Rafter Design 6/21/16 3:35pm MEMBER ,SIZES; Member Member --Web Size-- -Flange_Size Member Member ----Max Load--- Id Locate Part Depth Thick Width Thick length Weight Id MC Report Coll 0.7 8/425C16 8.00 L6ga 2.50 16ga 10.0 27.9 2 0.20 nom+Axl Co12 11.0 8F35C13 8.00 13ga 3.50 '_3ga 13.4 61.7 7 0.96 Mom+Ax.t Col3 29.0 8.725013 8.00 13ga 2 .50 13ga 13.4 54. 3 7 1.02 Mom+Axl. Co14 39.3 8F25C16 8.00 :.6ga 2.50 16ga 10.0 27. 9 2 0.2C Mom+Axl Ra£1 Surf 2 12F25C12 12.00 12ga 2.50 12ga 21.1 135.1 21 1.02 Mom+Shr Ra£2 Surf 3 12F25C12 12.00 I2ga 2.50 12ga 21.1 1.35..1 22 1 .02 Mom+Sar Total= 441,7 DESIGN ACTIONS(STR0NGTH: Load ---Axial (k )-- ---Shear(k ) -- -Moment(f-5 )- Id Id Calc Limit Cale Limit Calc Limit Coil 1 1 .11 11 .34 0.00 2.44 0.09 4 .66 Coll 2 2.28 11.34 0.00 2.44 0.00 4 .66 Coll 3 2 .28 11.34 0.00 2.44 0.00 4 . 66 Coil 4 2.28 11.34 0.00 2.44 0.00 4. 66 Col: 5 -0.85 27.07 0.00 2.44 C.C.0 4.66 Coil 6 0.99 11.34 0.00 2.44 0.00 4. 66 Coil 7 -0.46 27.07 0.00 2.44 0.00 4. 66 Coll 8 -0.46 27.07 3.30 2.44 0. 00 4 . 66 Coll 9 -0.46 27.07 0.00 2.44 0.00 4. 66 Coll 10 1.38 11.34 0.00 2.44 0.00 4. 66 Coli 11 1.38 11.34 0.00 2.44 0.00 4. 66 Coil 12 1.38 11.34 0.00 2.44 0.00 4 . 66 Coll 13 -0.50 27.07 0.00 2.44 0.00 4. 66 Col_ 14 -0.23 27.07 0.00 2.44 0.00 4.66 Coll 15 -1.12 27.07 0.00 2,44 0.00 4. 66 Coll 16 0.29 11.82 0.00 2.44 0.00 4.66 Coil 17 -1.10 27.07 0.00 2.44 0.00 4 . 66 Coll 18 0.62 11.34 0.00 2.44 0.00 4. 66 Coll 19 0.31 14.18 0.00 2.92 0.00 5.59 Coll 20 1.21 13.60 0.00 2.92 0.00 5.59 Co=l 21 0.50 13.60 0.00 2.92 0.00 5.53 Coll 22 1.37 13.60 0.00 2. 92 0.00 3.59 77 Y Coll 23 0.57 13.60 0.00 2.92 0.00 5.59 Coll 24 1.44 13.60 0.00 2.92 0.00 5.59 Coll 25 0.57 ]..3. 68 C.00 2.92 0.00 5.59 Coll 26 1.44 13.60 0.00 2. 92 0.00 5.59 Coll 27 0.57 13. 60 0.00 2.92 0.00 5.59 Coll 28 1.44 1.3.60 0. 00 2.92 0.00 5,59 Coil 29 0.16 14.18 0.20 2.92 0.00 5.59 Coll 30 1.06 13.60 0.00 2.92 0.00 5.59 Coll 31 1.56 11.34 0.00 2.44 0.00 4.66 Coll 32 0.31 11.82 0.00 2.44 0.00 4,66 Co12 1 4.26 20.45 0.00 7.33 0.00 7.85 Coi2 2 7.04 20.45 0.00 7.33 0,00 7.65 Colt 3 7.04 20.45 0.00 7 .33 0.00 7.85 Co12 4 7.04 20.45 0.20 7.33 0.00 7.85 Col2 5 0.32 20.93 -1.97 7 .33 6.58 7.34 Co12 6 -0.48 44 .63 -1.97 7,33 6.58 7. 34 Co1.2 7 1.22 20.45 -1. 97 7,33 6.58 7.34 Co12 8 1.22 20.45 -1 .97 7.33 6.58 7.34 Co12 9 1.22 20.45 -1.97 7.33 6.58 7.34 Col2 10 0.48 20.93 -1. 97 7 .33 6.58 7,34 Col2 11 0.48 20.93 1 .97 7.33 6.58 7.34 Coit 12 0.48 20.93 -1.97 7.33 6.58 7.34 Co12 13 -1. 68 44. 63 1. 68 7 ,33 -5.61 7.34 Co12 14 -0.72 44 .63 1. 58 7,33 -5. 1 7.34 Co12 15 -1.1.9 44.63 -1.84 7.33 6.15 7.34 Co12 16 -1.57 44.63 -1.84 7,33 6.15 7.34 Col2 17 -0 .91 44 .63 -1.84 7 .33 6.15 7,34 Co12 18 -1.62 44.63 -1.84 7.33 6.15 7.34 Colt 19 1. 97 24.54 0.00 8.80 0.00 9.42 0o12 20 1.08 24.54 0.00 0 .80 0.00 9.42 Co12 21 2.59 24.54 0.00 5.80 0.00 9.42 Co12 22 1 .84 24 .54 0.00 8.80 0.00 9,42 Co12 23 2.57 24.54 0.00 8.80 0.00 9.42 Coi2 24 1.82 24.54 0.00 8.80 0.00 9.42 Co12 25 2.67 24.54 0.00 8.80 0 .00 9.42 0012 26 1.82 24 .54 0.00 8.82 0.00 9.42 Co12 27 2.67 24.54 0. 30 8.80 0.00 9,42 Co12 28 1.82 24.54 0.00 8.80 0.00 9.42 Co12 29 1.36 24.54 3.00 8 .80 0.00 9.42 Co12 30 0.48. 24.54 0.00 8.83 0 .00 9,42 Coit 31 9.92 20.45 0.00 2,33 0.00 7,85 Col2 32 4.51 20.45 0.00 7.33 0.03 7.85 Co13 1 4.26 -.9.49 7.00 7.33 0.00 7.45 Co13 2 7 .03 19.49 0.00 7 ,33 0.00 7 .45 Co13 3 7.03 19.49 0.00 7.33 0.03 7.45 Co13 4 7.03 19.49 0.00 7.33 0.00 7.45 C013 5 0.03 20.26 -1.97 7 .33 6.58 6.75 Co13 6 -1.37 39.03 -1.97 7,33 6.58 6.75 6o13 7 0.94 19.49 -1.92 7.33 8.58 6.75 Co13 8 0.94 19.49 -1.97 7.33 6.58 6.75 Co13 9 0.94 19.49 -1 .97 7.33 6.58 6.25 Cola 10 -0.45 39.03 -1 .97 7 .33 6.58 6,75 0o13 11 -3.45 39.03 :.97 7.33 6.58 6,75 Co13 12 -0.45 39.03 -1.97 7.33 6.58 6.75 Cola 13 -1.68 39.03 1.68 7.33 -5.61 6.75 Coi3 14 -0.72 39.03 1. 68 7 .33 -5.61 6,75 Co13 15 -1 .22 39.03 -1.84 7.33 6.15 6.75 78 Co13 16 -2.40 39.03 -1.84 7.33 6. 15 6.75 Co13 17 -1.17 39.03 -1.84 7.33 6.15 5,75 Co13 18 -2.44 39.03 -1.84 7.33 6.15 6.75 Co13 19 1.30 23.39 0.00 8.80 0.00 8.94 Co13 20 1.18 23.39 0.00 8.80 0.00 8. 94 Co13 21 2.05 23.39 0.00 8.80 0.00 8.94 Co13 22 1.93 23.39 3.00 8.80 0.00 8.94 Co13 23 2.04 23.39 0.00 8.80 0.00 8.94 Co13 24 1. 92 23.39 0.00 8.80 0.00 8.94 Co13 25 2.04 23.39 0.00 8.80 0.00 8.94 Co13 26 1.92 23.39 0.00 8.80 0.00 8.94 Co13 27 2.04 23.39 0.00 8.80 0.00 8. 94 Co13 28 1.92 23.39 0.90 8.80 0.00 8. 94 Cola 29 0.70 23.39 0.00 8.80 0.00 8 .94 Co13 30 0.58 23.39 0.00 8.80 0.00 8. 94 Co13 31 4.51 19.49 0.00 7.33 0.00 7. 45 Co13 32 9.87 19.49 0.00 7.33 0.00 7.45 Co14 1 1 .11 11 .34 0.00 2.44 0.00 4. 68 Co14 2 2.28 11.34 0.00 2.44 0.00 4. 66 Co14 3 2.28 11.34 0.00 2.44 0. 00 4. 66 Col4 4 2.28 11.34 0.00 2.44 0.00 4. 66 Co14 5 -1.02 27.07 0.08 2.44 0.00 4. 66 Colo 6 -0.74 27.07 0.90 2.44 0.00 4. 66 Co14 7 -0. 63 27.07 0.00 2.44 0.00 4.66 Co14 8 -0. 63 27.07 0.00 2.44 0.00 4. 66 Co14 9 -0.63 27.07 0.00 2.44 0.00 4 .66 Col4 10 -0.35 27.07 0.00 2.44 0.00 4 .66 Colo 11 -0.35 27.07 0.00 2.44 0.00 4. 66 Co14 12 -0.35 27.07 0. 00 2.44 0.00 4. 66 Co14 13 -0.50 27.07 0.00 2 .44 0.00 4 .66 Co14 14 -0.23 27.07 0.00 2.44 0.00 4.66 Co14 15 -1.20 27.07 0.00 2.44 0.00 4.66 Colo 16 -1.03 27.07 0.00 2.44 0.00 4.66 Co14 17 -1.26 27.07 0.00 2.44 0.00 4. 6E Co14 18 -0. 99 27.07 0.00 2.44 0.00 4 .886 Col4 19 0.27 14.18 0.00 2.92 2.20 5.59 Co14 20 0.35 13.60 0.00 2.92 0.00 5,59 Co14 21 0.46 13.60 0.00 2.92 0.00 5.59 Colo 22 0.55 13. 60 0.00 2.92 0.00 5.59 Co14 23 0.53 13.60 0.00 2.92 0.00 5. 39 C0'_4 24 0.62 13.60 0.00 2.92 C.00 5.59 Colo 25 0.53 13.60 0.00 2.92 0.00 5.59 Co14 26 0.62 13.60 0.00 2.92 0.00 3.59 Col4 27 0.53 1.3.60 0.00 2 .92 0.00 5.59 Col4 28 0.62 13.60 0.00 2.92 3.00 5.59 Co14 29 0.12 14.18 0.00 2.92 0.03 5.59 Co14 30 0.21 14 .18 0.00 2.92 0.00 5.59 0o14 31 0.26 11.82 0.00 2.44 0.00 4. 66 Co14 32 1.56 11.34 0.00 2.44 0.00 4. 66 Raa _ 0.74 26.33 2.22 9.33 6.05 14.81 Rafl 2 1.24 26.35 3.72 9. 03 10.04 14. 80 Rafl 3 1.24 26.35 3.72 9.03 10.04 14.80 Rafl 4 1.24 26.35 3.72 9.03 10.04 14. 80 Rafl 5 -1.63 62.01 1.03 9.23 Rafl 6 -0.92 62.01 -0.79 9.03 -1.98 14.91 Rafl 7 0.55 26.35 0. 62 9.03 -1 .08 14 .99 79 Rafl 8 0.26 26.35 -0.42 9.03 -1.14 14.72 Raft 9 -0.95 62.01 0.99 9.03 -2.24 14.93 Rail 10 -1.09 62 .01 0.78 9.03 -1.69 14 .99 Rafl 11 0.11 26.35 0.32 9.03 -0.82 14. 99 Rafl 12 -0.15 62.01 0.41 9.03 1.20 14.73 Rail 13 0.11 31.62 1.12 1.0 .33 3.10 17 ,75 Rafl 14 0.69 31.62 0.92 10.83 2.46 17.81 Raft 15 0.11 31. 62 1.12 10.83 3.07 17.74 Rafl 16 0.69 31.62 0.92 1.0.83 2.44 17.81 Rafl 17 0.11 31.62 1.12 10.83 3.07 17 ,74 Rafl 18 0.69 31. 62 0.92 7.0.83 2.44 17.81 Rafl 19 0.11 31 .62 1.12 10.83 3.07 17,74 Rafl 20 0.89 31 .62 0.92 10 .83 2 .44 17 .81 Raft 21 1 .88 26.35 5.68 9.03 13.42 14.78 Rafl 22 0,9C 26.35 2.61 9.03 -9.31 14 .99 Rafl 22 0.76 26.35 2.29 9.03 6.38 14 ,80 Rafl 24 0.71 26.35 2.11 9.03 5.07 14 .55 Rafl 25 0.35 26.35 -1 .45 9.03 2.34 14.78 Raft 26 0.73 26.35 2.18 9.03 -5.39 13.88 Raf2 1 0.74 26.35 -2.22 9.03 6.05 14 ,81 Raf2 2 1.24 26.35 -3.72 9.03 10.04 14.80 Raf2 3 1.24 26.35 -3.72 9.03 10.04 14.80 Raf2 4 1 .24 26.35 -3.72 9.03 1.0.04 14 .80 Raf2 5 -1.68 52.01 -0.63 9.03 -1.11 14.99 Raf2 6 -0. 87 62.01. 1.16 9.03 -2.78 14 .99 Raf2 7 -0.97 62.01 0.24 9.03 -0.54 13.87 Raf2 8 0.58 26.33 0.80 9.03 -1.95 14. 92 Raf2 9 -0.93 62.01 -0.79 9.03 -1.87 14 .99 Raf2 10 -1,10 62.01 -0.98 9.03 -2_06 14 .93 Raf2 11 .,'_2 26.35 -0.36 9.03 1.02 14 ,78 Raf2 12 -0.21 62.01 -0.37 9.03 -1,14 14.99 Raf2 13 0,22 31 .62 -1.08 10.83 3.00 17.73 Raf2 14 0.46 31. -0.9710.83 2.56 17.83 Raf2 15 0.22 31. 62 -1.07 10.83 2.97 17.72 Raf2 16 0.46 31 .62 -0.96 10.83 2.53 17 .82 Raf2 17 0.22 31.62 -1.07 10.83 2.97 17.72 Raf2 18 0.46 31.62 -0.96 1.0.83 2.53 17.82 Raf2 19 0.22 31.62 -1.07 10.83 2.977 17.72 R,a12 20 0.46 31.62 -0.96 10.83 2.53 17.82 Raf2 21 0.88 26.35 -2. 62 9.03 -9.36 14 .99 Raf2 22 1.91 26.35 -5. 67 9.03 1.3.39 14 .78 Raf2 23 0.71 26.33 -2 .12 9.03 5.08 14.55 Raf2 24 0.77 26.33 -2.29 9.03 6.38 14 .80 Raf2 25 0,35 26.35 1.45 9.03 2.34 14,78 Raf2 26 0.73 26.35 -2.19 9.03 -5.39 13.88 STRENGTH RATIO: Load Axialt Shear+ Control Id Id Axial Shear Moment Moment, Moment OC Coil 1 0.10 0.00 0.00 0.10 0.10 Coil 2 0.20 0.00 0.00 0.20 0.20 Col_ 3 0.20 0.00 0.00 0.20 0.20 Coll 4 0.20 C .00 0.00 0.20 ,^. .20 Coll 5 0.03 0.00 0.00 0.03 0.03 Col..'_ E 0.09 0.00 0.00 0.09 0.09 Coll 7 0.02 0.0C 0.00 0.02 0.02 80 o o h] n n n n o n 0 0 o 0 0 0 0 0 0 n 0 0 n 0 0 0 0 o n n n o n n n 00 o 0 0 0 0 0 0 n 0 n 0 o n 0 n 0 n n o on O 00000000000000000000000000000000000000000000000000000000 N r V r H I N 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0 N 1 N VI-30000 H N r' N N h 0 h' t r t' 1 N N N W W W N N N N N N N NJ r O lc) 0 J CO Cr a W N) N' O Cp CO -J al Vl CJ N V o to m -J CO Vl .p W NJ M1 N h O W CO J bi In � W N V O Yo m -J D\ [n ip CO N r 0 CO CO • 0 r r V op 0 N• CO N m -J N J h' -] I N -J h a CO .n N) a Cu N a N N N Ol O1 m N N a a A N' W V CO h FF' No N a IN m O V 0 N to is N a r N N N N N N C.) CO ON NJ NJ N N NJ N) N N N o 0 0 0 O o O O 0 O O O O O La 0 (➢ In Cu W -J -1 J J J J O O O o O O O O 0 O O O O O 0 0 0 O O o O 0 0 o O O o O O 0 0 0 O O 0 O 0 O O O O o 0 A a s V CO as0 C. 0 0 0 o O O O 0 O O 0 O 0 o O O 0 0 0 0 0 O 0 0 O 0 0 0 V 0 0 O O 0 0 O Ja COto h p Cua N r NN 0 NJ OD N ai -J J N' N J � -J N' V CO O N) N) fn O N' W N N N CO p� m a a r COW H N' V r a H a 0 a 0 NJ (n N) a M1 NJ N N ON N 00 CD 0000 CD000000C) 0 0 0 0 0 0 O O O O 0 0 O 0 O 0 0 O O N a m 0 - J NJ l0 m CD N N CO J N' J N' J h J NJ' m O N o N • to Cu NN Ol 6� CO m N a a a r co a m N N' a r �n N' a o ea � N) � a NJ a N N N N N) N N O O O o C n o o O o n O C] o O o o n n O O o o n n n o o n o o n CJ o n o o n n O n n o 0 o n n o n o C] 0 0 o n O o o o 0 00 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A A A A A AAaAA A11. nF- a A A A aa w wt 0 w � w ww ww w w4ww w NJ CO w w w Cuw w U) ND w • N N N W W N N N N) Na N r54 N N h' N A W N h O to Co J co Ut A W N N O CO m J m 01 .o W N h N N 0 tO m J co N A W NJ N 0 0 m J Oi Co A W N F' 0 to m J 0) Co A U) N 1 0 0 C) 0 OON 00 O O A U1 .10 4) W N A 01 A A 1 N F hFN N N) U) A 0 0 0 o F Cu N 0 to CO AO co AO Co 0 01 m 01 W Ol W NJ A FF 01 to Co A O 01 0 Cr. N OJ N N N to N co 0 0 0 0 0 0 O O 0 0 co 0 0 O O o O O o O O o 0 0 O 0 O o O O o 0 O 0 O o 0 o 01 01 is 01 U) tq J J _] -J -J J J J O co O O O 0 O 0 co 0 0 0 CD 0 C) 0 0 A A Cc N A A 0 N 0 1 Na N N W O f1 O h A O p N W 0 0 m 0 CO 0 CO 01 0 m J _ m ) Co 0' N T m T ON N N A CO 01 01 0) N W N Co w Cr) w w CO co co Cl) corn COO Co CI) o N A 01 A A 0 W N A CP A A 0 N F F' N N ON Co CA O o 0 0 h' N N) OW CO i0 m hp Co to CO AO 01 01 J m J m3 m O1 01 01 ON N ON A Co p1 Cl) 01 N) 0o14 26 0.05 0,00 0.00 0.05 0.05 Co14 27 0.04 3.00 0.30 0.04 0.04 Cola 28 9.05 0.00 0.00 0.05 0.05 C014 29 0.01 0.00 0.00 0,01 0.01 Col4 30 C.01 0.00 0.0C 0.01 0,01 Co19 31 0.02 0.00 0.00 0.02 0.02 Co14 32 0,14 0.00 0.00 0.14 0,14 Rail 1 0.03 0.25 0.91 0.92 0.44 0.99 Rafl 2 0.05 0.91 0.68 0,70 0.73 0.73 Rafl 3 C.05 0.41 C.68 0.70 0.73 0.73 Rail 4 0.05 0.41 0.68 0.70 0.73 0.73 U Raft 0.03 0.11 0.13 0.14 0.16 0.16 Rail 6 0.01 C.09 0.13 0.13 0.15 G .15 Rail 7 0.02 0.07 0.07 0.08 0.09 0.09 Rail 8 0.01 0.05 0.08 0.08 0.08 0.03 Rail 9 0,02 0.11 0.15 0.15 0.17 0.17 Rail 10 0.02 0.09 0.11 0.12 0.13 0.13 Rail U 0.00 0.09 0.05 0.05 0.05 0,05 Rail 12 0.00 0. 05 0.08 0.08 0.09 0.09 Rafl 13 0.30 0.13 0.17 0.17 0.19 0.19 Rail 14 3.02 0.03 0.14 0.16 0.15 0.16 Rafl 15 0.00 0, 10 0.17 0.17 0.19 3,19 Rafl :.6 0.02 0.08 0. 19 0.16 0.15 0.16 Rafl 17 0.00 0.10 0.17 0.17 0.19 0.19 Rail 18 0.02 0.05 0.14 0.16 0.15 0. 16 Rail 19 3.00 0.10 0.17 0.17 0.19 0.19 Rail 20 0.02 0.08 0.14 0.16 0.15 0.16 Rafl 21 0.07 0.63 0.91 C.99 1,02 1,02 Rafl 22 0.03 0.29 0.62 0.63 0.58 0. 53 Rail 23 0.03 0.25 0.43 0.45 0.46 0.96 Rail 24 0.03 0.23 0.35 0.36 0.38 0. 38 Rail 25 0.01 0.16 0.16 0.16 0.21 0,21 Rail 26 0.03 0.24 0.39 0.39 0.40 0. 40 Raf2 1 0.03 0.25 0.41 0.42 0.94 0.44 Raf2 2 0.05 0.41 0.68 0.73 0.73 0.73 Raf2 3 0,05 0.41 0.66 0.70 0.73 0.73 Raf2 4 0.05 0.41 0. 68 0.70 0,73 0.73 Raf2 5 0.03 0.07 0.07 0.09 0. 1C 0. 10 Raf2 6 0.01 0.13 0. 19 0.19 0.21 0.21 Raf2 7 0.02 0.03 0.04 0.05 0.04 0.05 Raf2 A 0.02 0.09 0.13 0.14 0.15 0. 15 Raf2 9 0.02 0.09 C.12 0.13 0.14 0.19 Raf2 10 0.02 0.11 0.14 0.14 0.16 0. 16 Raf2 1 0.00 0.04 0.07 0.07 0.07 0.37 Ra`? 12 9.00 0.04 0.08 0,07 0.06 0.07 Raf2 13 0.01 0.10 0.17 0.17 0.18 0.13 Raf2 14 0.01 0.09 0.14 0.16 0,16 0.16 Raf2 15 0 .01 0.10 0.17 0.17 0.18 0. 18 Raf2 16 0.01 0.09 0.14 0.15 0.16 0.16 Raf2 17 0.01 0.10 0.17 0.17 0.18 0.18 Raf2 18 0 .01 0.09 0.190 ". t .__ 0.16 0. 16 Raf2 19 0.01 0.10 0.17 0.17 0.18 0.18 Rai2 20 0.01 0.09 0.14 0.15 0.16 0.16 Raf2 21 0.03 0.29 0.62 0.64 0. 59 3.64 Raf2 22 0.07 0.63 0.91 0.94 1.02 1.02 Raf2 23 0.03 0.23 0.35 0.36 0. 39 0.39 83 Raf2 24 0.03 0.25 0.43 C .45 0.46 0 .46 Raf2 25 0.01. 0.16 0. 16 0.16 0.21 0.21 Raf2 26 0.03 0.24 0.39 0.39 0.40 0,40 COLUMN REACTIONS: Load In_Plane Oat Plane Id Id Vert(k ) Horz (k ) Horz (k ) Coll 1 1 .12 0.00 0.00 Coll 2 2.30 0 .00 0.00 Coll 3 2.30 0.00 0.00 Coll 4 2.30 0.00 0.00 Coil 5 -2.35 1.39 0.00 Coll 6 1 .00 0.00 0.00 Coll 7 -1.97 1.09 0.00 Coll 8 -1..97 1..09 0.00 Coll 9 -1 .97 1 .09 0.00 Coli 10 1.39 0.00 0.00 Coil 11 1.39 0.00 0.00 Coll 12 1.39 0.00 0.30 Coll 13 -0.48 0.00 0.00 Coll 14 -0,21 0.00 C.00 Coll 15 -2.22 0.80 0.00 Coll 16 0.29 0.00 0.00 Coil 17 -2.51 1.01 0.00 Coll 18 0. 63 0.00 0.00 Coll 19 -0.42 0.52 0.00 Coil 20 1.22 0.0C 0.00 Coll 21 -0.19 0 .50 0.30 Coll 22 1.39 0.00 0.6C Coll 23 -0.12 0.50 0.00 Coll 24 1.46 0.00 0.00 Coll 25 -0.12 0.50 0.00 Coll 26 1 .46 0.00 0.00 Coil 27 -0.12 0.50 0.00 Coll 28 1. .46 0.00 0 .00 Coil 29 -3.57 0.52 0.00 Coil 30 1...07 0.00 0.00 Coll 31 1. .53 0.03 0.00 Coll 32 0.31 0.00 0,00 Co1.2 1 4.28 0.00 0.00 3o12 2 7.05 0.00 0.04 Coi2 3 7.05 0.00 0.00 Co.12 4 7.05 0.00 0.00 Co12 5 0.32 0.00 1.97 Co12 6 -1.96 1.09 1 .97 Co12 7 1.24 0.00 1.97 Co12 B 1...24 0.00 1. 97 Co;.2 9 1.24 3.00 1.97 Coit 10 -1.05 1.09 1.97 Co12 11 -1 .05 1.09 1.97 0o122 12 -1.05 1 .09 1.97 Coi2 13 -1 .64 0.00 -1. 68 Co12 14 -0.68 0.00 -1 .68 Co12 15 -1.150 .30 1 .84 Co12 16 -2.66 0.80 1 .84 84 O 0 0 0 0 o n O o 0 o n n o n o o n o C n o 0 0 0 o n C) 0 0 0 0 0 o C C) C) 0 0 0 o n C n n n O n n C o o n n o C C) o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U) F' U) 1.• U' U) F' F U) U) U' ) ) U' U) NJ NJ .n m s. a � .� m ,o .� w w w w w Co w w w w w w w w W w w ..� w m w U) w w w w w (cold Cow w w N N N N N) N N NJ N NJ N NJ N N N N W Wu]. N) NJ N) ro N N N N w w W N N) N NJ N) N N N 0. mJmU, .nw NN 3 N .- o .ow -07) vn4-) wNI o .om J (n co N mm JmCFI w N . Nr uLo. m _J .n w t.0 0 0. on 0 O I I I N :- I I o N N N r' N H N N t' N r N H N O cD O W W L4 UI w N f' O• U H t O O O NJ CO W VI Ln to al [n cO 1� W WW tP co F' r i➢ J cp LO U' U' 1-3 VI U� W W F .� � J CO� U)W J, Co Co Co T G J co J J O o O 0 0 o O o 0 O 0 0 0 0 0 O 0 O 0 0 O O o 0 0 0 0 o 0 0 0 0 CD W C) N 0 o O OCD O o O o 0 0 0 0 0 0 0 O NJ 0 U' O 00 f Co_4 10 -0.33 0.00 0.00 Co14 11 ...6.33 0.00 0.30 Co14 12 -8.33 0.00 0.00 Colo 13 -0.48 0.00 0.00 Co14 14 -0.21 0.00 0.00 Co14 15 -1.19 0.00 0.00 Coi4 16 -1.01 0.00 0.00 Cole 17 1.24 0.00 0.00 Co_4 18 -0.97 0.00 0.00 Colo 19 0.27 0.00 0.00 Co14 20 0.36 0.00 0.00 Co14 21 0.47 0.00 0.00 Co14 22 0.56 0.00 0.00 Col4 23 0.54 0.00 0.00 Co14 24 0. 63 0.00 0.00 Cc14 25 0.54 0.00 0.00 Co14 26 0.63 0.00 0.00 Coi4 27 0.54 0.00 0.00 Co14 28 0. 63 0.00 0.00 Colo 29 0.12 0.00 C.00 Co14 30 0.21 0.00 0.00 Colo 31 0.26 0.00 0.00 Co14 32 1.57 0.00 0.00 COLUMN MEMBER DEFLECTIONS: Load Deflection(in) Id Id Calc Limit Coil 1 0.00 0.66 Coil 2 0.00 000.66 Coll 3 0.00 0. 66 Coll 4 0.00 0.66 Coll 5 0.00 0.66 Coil 6 0.00 0.66 Coll 7 0.00 0. 66 Coll 8 0.00 0. 66 Coll 9 0.00 0.66 Coll 10 0.00 0.66 Coil 11 0.00 0.66 Co-1 12 0.00 0.65 Coll 13 0.00 0 .66 Coll 14 0.00 0.66 Coll 15 0.00 0.66 Coil 16 0.00 0.66 Coll 17 0.00 0.66 Coll 18 0.00 0.66 Coll 19 0.00 0.66 Coll 20 0.00 0. 66 Coll 21 0.00 0.66 Coll 22 0.00 0.66 Coll 23 0.00 0.66 Coil 24 0.00 0 . 66 Coll 25 0.00 0.66 Coll 26 0.00 0.66 Coll 27 0.00 0.66 Coll 28 0.00 0. 66 86 n o n n n n n o o n o o n n n n n n n o o n n o o n o n a n n n n o 0 0 n o n o o n n n non o n n n n o n n on O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U) U) • H NO U) (0 U) N) N NN- N) 1 N) N) N • N. C0) w w w w w w w w w w w w CO w w w w U) w w N N NJ N) N NJ N N N N) N NJ N N CO N N) NJ N N N N) N N N N) N N N N DJ w N N N) NJ N N w w N N' NI-) NU' N N' ND N oNom � o. N � w N) miom0) CD NN- N1mNom � mN .o C..) N) I o Do CO emu, . wN /-) C) CI) 0) LI) wNN N 0 0 D I 0 CD 0 0 0 0 0. 0 mmm VI NNu n N Iono O O O O O O O N N tP N Vl Ui N N N O O O O O O O O O O o O O O O O O O Np CD N \p N VI N N N N) N N N O O cJ O O O O O 0 O O CO OD CO CO Oa 00 CO CO CO Oa CD OD OD 00 03 CO CO CO CD CO 03 CD CO OD 00 CO CO CO CO CO us CD OD OD CIO CO CO CO CO 03 CO CO CO CO co o CD CO OD CO CO OD CO 0 0 W J Co13 22 0.00 3.89 Co13 23 0,00 0.59 Co13 24 0.00 0.99 Co13 25 0.00 0.89 Co13 26 0.00 0.89 Coi3 27 0.00 0.89 Co23 28 0.00 0.89 Co13 29 0.00 0.89 Co13 30 0.00 0.89 Co13 31 0.00 0.89 Co13 32 0.00 0.89 Co14 1 0.0C 0,56 Co14 2 0.00 3.66 Co14 3 0.00 0.66 Co14 4 0.00 0. 66 Co14 5 0.00 0.66 Co14 6 0.00 0.66 Co14 7 0.00 0.66 Co14 3 0.00 0.66 Col4 9 0.00 0. 66 Coll 10 0.00 0.66 Co14 11 0.00 0.66 Co14 12 0 .00 0. 66 Co14 13 0.00 0.06 Co14 14 0.00 0.66 Co14 15 0.00 0.66 Co1.4 16 0.00 0. 66 Co14 17 0.00 0.66 Co14 18 0.00 0.66 Co14 19 0.00 0.66 Co14 20 0.00 0.66 Co1.4 21 0.00 3 .66 Co14 22 0.00 0.66 Co14 23 0.00 0.66 Co14 24 0.00 0.66 Co14 25 0.00 0.66 Co14 26 0.00 0. 66 Colo 27 0.00 0.66 Co14 28 0.00 0.66 Co14 29 0.00 0.66 Co14 30 0.00 0. 66 Colo 31 0.00 0.66 Col4 32 0.00 0.66 RAFTER MEMBER DEFLECTIONS: Load Deflection (in) Id Id Calc Limit Raft _ -0.20 0.90 Raft 2 -0.34 0. 90 Aaf7. 3 -0.34 0.90 Rail 4 -0.34 C,90 Rafl 5 0.02 0.55 Raft 6 0.05 0.90 Rafl 7 0.01 0.55 Raft 8 0.05 0.90 88 Rafl 9 0.02 0.55 Rafl 10 0.01 0.55 Raft 11 -0.04 0,90 Rafl 12 -0.05 0.90 Rafl 13 -0.11 0.90 Rafl 14 -0.08 0.90 Rafl 15 -0.11 0. 90 Rafl 16 -0.08 C.90 Rafi 17 -0.11 0. 90 Rafl 18 -0.08 0.90 Rafl 19 -0.11 0.90 Rafl 20 -0.08 0.90 Rafl 21 -0.40 0.9C Rafl 22 -0.40 0.90 Rafl 23 -C.22 0,90 Rafl 24 -0,22 0.90 Raaf- 25 -0.34 0,55 Rafl 26 -0.24 0.90 Raf2 1 -0.20 0,90 Raf2 2 -0.34 0. 90 Raf2 3 -0.34 0.90 Raf2 4 -3.34 0.90 Raf2 5 0.01 0.55 Raf2 6 0.05 C. 90 Raf2 7 0.00 0.55 Raf2 8 0.05 0.90 Raf2 9 0.03 3.90 Raf2 10 0.02 0,55 Raf2 11 -0.04 0.90 Raf2 12 -0.05 0. 90 Raf2 13 -0.11 0.90 Raf2 14 0.08 0.9C Raf2 15 -0.11 0,90 Raf2 16 -0. 08 0.90 Raf2 17 -0.11 0. 90 Raf2 18 -0.108 0.90 Raf2 19 0.11 0.98 Raf2 20 -0.08 0,90 Raf2 21 -0.40 0. 90 Raf2 22 -0.40 0. 90 Raf2 23 -0.22 0.90 Raf2 24 -9.22 0.90 Raf2 25 -0.04 0.55 Raf2 26 -0.24 0.90 COLUMN/RAFTER K1AR RATIO: Oncrace Length ----KL/R- --- Id Major Minor Major Minor Coil 10.0 4.0 39 53 Co12 13.4 4.0 50 38 Co13 13.4 4.0 52 53 Cc14 10.0 4.0 39 53 Raft 19.0 3.3 52 47 Raf2 19.0 3.3 52 47 89 T16-203 Rafter Web Crippling 6/21/16 3:35pm WEB CRIPPLING: ----Design_Load---- Bearing Col Raf Reaction Moment Width Weberp WehCrp WebCrctMom Id Id Id (k ) (f-k ) (in) (s ) OC UC: 1 1 2 1,24 3. 95 0.25 3.60 Web stiffener provided 2 1 21 9.33 13.42 0.25 3.60 Web stiffener provided 3 2 22 9.32 13.39 0.25 3. 60 Web stiffener provided 4 2 2 1,24 0. 45 0.25 3.60 Web stiffener provided. T16-203 Rafter Web Stiffener 6/21/16 3:35pm Stiffener Yield = 55.0 (ksi ) RAFTER STIFFENER: Col Ref Plate Size(in) ----Compression (k ) ---- Id Id Width Thick Load Calc Limit UC 1 1 2.500 0.2551 2 1 .24 22.03 0.06 2 1 2.500 0.250 21 9.33 22.03 0.42 3 2 2.500 0.250 22 9.32 22.03 C.42 4 2 2.500 0.250 2 1.24 22.03 0.06 T16-203 Rafter Splice Design 6/21/16 3:35pm Splice Yield = 55.00 (ksi ) Boit Type A325 PLATE SIZE: _-Splice -Surface- Rafter ---Plate--- ---------- Bolts--------------- Id Type Id Locate Depth Width Thick Dia Gage RowT Spacer_ Rows SpaceB 1 N 3 0.0 12.00 3.50 0.375 0.625 0.00 2 4.00 2 4.00 PLATE DESIGN: ------------- Splice Load Axial Shear Moment Id Type Side Id (k ) {k ) (f-k 1 M Top B 0.16 0.13 0.99 Sot 21 0.38 1. 11 -9.36 LOAD COMBINATIONS: 8 - 0.6Dead+Wind Right2 21 - Dead+Coliateral-L1UNB SL yt 216-203 Base Plate & Anchor Bolt Design 6/21/16 3:35pm 90 Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1.05 (ksi ) BASE SIZE: Base ---Plate Size(in)-- Bolts(in) Id Depth Width Length Thick Type Dia Gage Row Coil 8.00 7.00 8.00 0.250 GR36 0.625 3.00 1 0012 8.30 7,00 8.60 0.250 GR36 GR36 0.625 3.00 Co13 8.00 7.00 8.00 0.250 GR36 0.625 3.00 1 Co14 8.00 7. 00 8.00 0.250 GR36 0. 625 3.00 1 BASE REACTIONS: Max_'Tension+Shear Max Shear+Tension Column '--Max Comp- Tens Shear -Max Shear- Shear Tens Id load Fy(k ) Load Fy(k ) Fx(k ) Load Fx(k ) Load Fx( ( ) Fy(k ) Coil 2 2.3 17 -2.5 1.0 7 1.17 1. .1 2. D 0012 31 9.9 18 -3.0 2.1 6 2.2 6 2.2 -2.0 Cola 32 9.9 18 -2.4 1.8 5 2.0 6 2.0 -1.3 Co14 _ 2.3 17 -1.2 0.0 1 0.0 17 0.0 -1.2 LOAD COMBINATIONS: - Dead+Collateral+Live 2 - Plead+Collateral+Scow 5 - 0.8Dead+0.3Coilat_eral+0.33Live+1.07Wind_Le£t2*l 07Wind_Sucti 6 - 0.8Dead+0.8CoiIateraJ..+0.33Live+1.07Wind Right2+1 .07Wind Suct 7 - 0.8Dead+0.8Collateral+0.33Snow+1.07Wind_Left2+1.07Wind Sucti 17 - 0.6Dead+Wand Left+Wind Suction 18 - 0.6Dead+Wind_Right2+Wind Suction 31 - Dead+Colateral+ElUNB_SL L 32 - Dead+Collateral+E1UNB SL R '- T16-203 Flush Girt Design Report 6/21/16 3:35pm GIRT LAYOUT: Bay Girt Bay_Offset Design Load ----Max Load--- _ Id Id Locate Part Start End Length Weight Width Id DC Report 1 1 4.000 8425216 0.00 11.00 10.00 28.0 4.00 WS 0.31 Moment 2 8.000 8X25216 0.00 11..00 10.00 28.0 4.00 WS 0.31 Momen- 3 12.000 8X25Z16 1.74 11.00 8.93 25.0 3.93 WE 0.24 Moment 2 4 4.000 8X25216 0.00 11. .00 0.33 0. 9 4.00 WS 0.01 Shear 5 4.000 8X25216 17.00 18.00 0.33 0. 9 4.00 WS 0.01 Shear 6 8.000 8X25216 0.00 1.0C 0.33 0.9 4.00 WS 0.01 Shear 7 8.000 8X25216 17.00 18.00 0.33 0.9 4.00 WS 0.01 Shear 8 12.000 8X25216 0.00 1.30 0.33 0. 9 4.00 WS 0.01 Shear 9 12.000 8X25Z16 17 .00 18.00 0.33 0.9 4.00 WS 0.01 Shear 91 10 16.000 8X25Z16 2.74 15.26 1.2.52 35.1 2.83 WS 0.34 .moment 3 11 4.000 86625216 0.00 4.50 3. 83 10.7 4.00 WS 3.06 Shear 12 4.000 8X25Z16 4.50 7.83 3.17 8.9 0.42 WS 0.01 Shear 13 4 .000 8X25216 7.83 11.00 2.17 61,1 4.00 WS 0.04 Shea: 14 8.000 8X25Z16 0.00 11.00 7..0.00 28.0 4.00 WS 0.47 Moment 15 12.000 82625216 0.00 9.26 8.93 25,0 3.93 WS 0.24 Moment WS - Wind Suction GIRT INSIDE FLANGE BRACE: No, Brace/Bay 1 2 3 0 0 0 GIRT S'TRENG'TH: Bay Girt Load ----Shear (k )--- --Moment(E-k )-- Mom+ --Deflect (in)-- Id Id Id Calc Limit GC Calc Limit UC Shear Calc Limit UC 1 1 WP 0.35 2 .44 0.15 -C .89 4.42 0.20 0.15 -0.07 0,67 0.11 WS -0. 40 2.44 0.17 0.98 3.1.3 0, 31 0.17 0.08 0.67 0.12 SP 0.00 2.92 0.00 -0.01 5.31 0,00 0.00 0.00 0. 67 0.00 SS 0.00 2,92 0.00 0.01 3.82 0.00 0.00 0.00 3,67 0.03 1 2 WP 0.35 2 ,44 0, 15 "0.89 4.42 0,20 0.15 -0,37 0.67 0.11 WS -0.40 2.44 0, 17 0,98 3.18 0,31 0,17 0.08 0.67 0,12 92 0.00 2.92 0.00 -0.01 5.31 0.00 0.00 0.02 0. 57 0.00 SS 0.00 2.92 0.00 0 .01. 3.82 0.00 0.00 0.00 0. 67 0.00 1 3 WP 0.31 2.44 0.13 -0.69 4.42 0.16 0.12 04 0.60 0,07 WS -0.35 2.44 0,14 0,77 3.18 0,24 0,14 0.35 0.60 0,08 32 0.00 2.992 0.00 -0.01 5.31 0.00 0.00 0,00 0.60 0.00 SS 0.00 2.92 0,00 0.01 3.82 0.00 0.00 0.00 0. 60 0.00 2 4 WP -0.01 2.44 0.00 0.00 4.42 0.00 0.00 0.00 0.02 0.00 WS -3.01 2.44 0,01 0.00 4,93 0.00 0.30 0.00 0.02 0,00 SP 0.00 2,92 0.00 0,00 5.31 0.30 0.00 0,00 0.02 0.00 85 0.00 2.92 0.00 0.00 5.88 3.00 0,00 0.00 0.02 0.00 2 5 WP -0.01 2.44 0.00 0.00 4.42 0.00 0.00 0,00 0,02 0.00 WS -0.01 2.44 0.01 0.00 4. 90 0.00 0.00 0 .00 0.02 0.00 SP 0.00 2.92 0.00 0,00 5.31 0,00 5,00 0.00 0.02 0.00 95 0.00 2.92 0,00 0,03 5.88 0.00 0.00 0.00 0.02 0.00 2 o NP -0.01 2.44 3.00 0.00 4.42 0.00 0.00 0.00 0.02 0.00 WS -0.01 2.44 0,01 0.00 4 .90 0,00 0.00 0 ,00 0.02 0,00 SP 0.00 2,92 0.00 0.00 5.31 0.00 0.00 0,00 0.02 0.00 SS 0.00 2. 92 0,00 0.00 5.88 0.00 0.00 0,00 0,02 0,00 2 7 WP -0.01 2.44 0,00 0.00 4.42 0.00 0.00 0 ,00 0.02 0.00 WS -0.04.. 2.44 0.01 0.00 4.90 0.00 8.00 0.00 0.02 0.00 SP 0.00 2.92 0.00 0.00 5.31 0,00 0.00 0,00 0.02 0.00 SS 0.00 2.92 0.00 0.00 5,88 0.00 0.00 0.00 0.02 0,03 2 8 WP -0.01 2.44 0,00 0.00 4 .42 0.00 3.00 0.00 0.02 0.00 WS -0.01 2,44 0.01 0.00 4.90 0.00 0.00 0.00 0,02 0.00 82 0.00 2, 92 0.00 0.00 5. 31 0.00 0.00 0.00 6.02 0.00 SS 0 .00 2.92 0.00 0.00 5.88 0,00 0.000,00 0.02 0.00 2 9 WP -0.01 2,44 0.00 0.00 4.42 0.00 0.00 0.00 0.02 0.00 WS -0.01 2,44 0.01 0.00 4. 90 0.00 0.00 0,00 0,02 0,00 5P 0.00 2. 92 0.00 0.00 5.31 0.00 0.00 0 .00 0.02 0.00 92 SS 0. 00 2.92 0.00 0.00 5.88 0.00 0.00 0.00 0.02 0.00 2 10 WP 0.31 2.44 0.13 -0.98 4.42 0.22 0.16 -0.12 0.83 0.15 WS ...0.34 2.44 0.14 1.08 3.18 C.34 0.18 0.14 0.83 0.16 SP 0.00 2. 92 0. 00 - 0.01 5.31 0.00 0,00 0.00 0.83 3.00 SS 0.00 2. 92 0.00 0.01 3.82 0.00 0.00 0.00 0.83 0.00 3 11 WP 0.14 2.44 0.06 -0,13 4.42 0.03 0.03 0.00 0.26 0.01 WS -0.15 2.44 0.06 0.14 3.63 0.04 0.04 0.00 0.26 0.01 SP 0.00 2.92 0.00 0.00 5.31 2.00 0.00 0.00 0.26 0.00 SS 0.00 2. 92 0.00 0.00 4.36 0.00 0.00 0.00 0.26 0.00 3 12 WP 0.01 2.44 0.00 -0,01 4.42 0.00 0.00 0.00 0.21 0.00 WS 0.01 2.44 0.01 0.01 3.63 0.00 0.00 0.00 0.21 0.00 SF 0.00 2.92 0.00 0.00 5.31 0.00 0.00 0.00 0.21 0.00 SS 0.00 2.92 0.00 0.00 4.36 0.00 0 .00 0.00 0.21 0.00 3 1.3 WP 0,08 2.49 0.03 -0.24 4.42 0.0. 0,00 0.00 0.14 0.00 WS -0.09 2.44 0.04 0.05 3. 63 0.01 0 .02 0.00 0.14 0.00 SP 0.00 2.92 0.00 0.00 5.31 0.00 0.00 0.00 0.14 0.80 SS 0.00 2.92 0.00 0.00 4.36 0.00 0.00 0.02 0.14 0.00 3 14 WP ' 0.51 2.44 0.21 -1.34 4.42 0.30 0.26 -0.11 0.67 0.16 WS 0.58 2.44 0.24 1.48 3. 18 0.47 0 .29 0.12 0.67 0. 18 SP -0.01 2 .92 0.00 -0.02 5.31 0.00 0.00 0.00 0.67 0.00 SS 0.01 2.92 0.00 0.92 3.82 0.00 0.00 0.00 0.67 0.00 3 15 WP -9.31 2.44 0.13 -0.69 4.42 2.15 0. 12 -C.04 0.60 0.07 WS 0.35 2.44 0.14 0.77 3.18 0.24 0.14 0.09 0. 60 0.08 SP 0.00 2. 92 0.03 - 0.01 5.31 0.00 0.00 0.00 0. 60 0.00 SS 0.00 2.92 0.00 0.01 3.82 0.00 0.00 0.00 0. 60 0.00 WE - Wind Pressure WS - Wind Suction SP - Seismic Pressure SS - Seismic Suction T16-203 Door Jamb 6 Header Summary 6/21/16 3:35pm JAMB/HEADER LAYOUT: Open Bay Id Id Locate Part Length Weight 1 2 JambL 8E35013 13.72 63.3 Jamba 82235018 13.72 63.3 Header 8E25216 16.00 44 .8 2 3 Jambi SF25C16 7.25 20.3 JambR 8E25016 7.25 20.3 Header 8E25016 3.33 3.3 JAMB/HEADER JNERACED LENGTHS: Available Open -----Minor- Cb----- ReductionF'actor Id Member Major Outside Inside Outside inside Outside Inside 1 JambL 13.72 4.00 4.00 1.00 1.00 0.00 0.00 JambR 13.72 4,00 4.00 1.00 1.00 0.00 0.00 Header 16.00 1.00 16.00 1.14 1.14 0.00 0. 65 2 JaznbL 7.25 4.00 4.00 1.00 1.00 0.00 0.00 JembR 7.25 4.02 4.00 1.00 1.00 0.00 0.00 Header 3,33 :..00 3.38 1.14 1.14 0.00 0. 65 93 STRENGTH/DEFLECTION: Open Load ----Shear(k )--- ----Moment (ft,f-k 1 ---- Mope Deflect(in) Id Member Id Calc Limit UC Loc Calc Limit UC Shear Calc Limit 1 Jambi W? 1. 35 7.33 0.1..2 9.57 -6.1.8 7.12 0 .87 0.44 -0. 92 1.21 WS -1..49 7.33 0.29 9.57 6.77 7.12 0.95 0.49 1.01 1.21 SP 0.02 8.80 0. 00 9.57 -0.08 8.50 0.01 0.00 -0.01 1.21 SS -0.02 8.80 0.00 9.57 0.08 8.50 0.01 0.00 0.01. 1.21 JambR WP 1.35 7.33 0.18 9.57 -6. 18 7.12 0. 87 0.44 -0.92 1.21 WS -1.49 7 .313 0.20 9.57 6.77 7 .12 0.95 0.49 1.01 1.21 SP 0,02 8.80 0.30 9.57 -0.08 8.50 0.01 0.00 -0.01 1.21 SS -0.02 8.80 0.00 9.57 0.08 8.50 0.01 0,00 0.01 1.21 Header PP -0.19 2.44 0.08 8.00 -0.78 4.66 0.17 0.13 -0.16 1.0? WS 0.21 2.44 0.09 8.00 0.85 3.03 0.28C,14 0. 17 1.07 SP 0.00 2.92 0.03 8.00 0.01 3.63 0.00 0.00 0.00 1.07 85 0.00 2 .92 0.00 8.00 0.01 3.63 0.00 0.30 0.00 1.07 2 Jambi WP 0.19 2.44 0.08 3.25 -0.48 4 .22 0.11 0.09 -0.02 0.48 WS -0.22 2.44 0.09 3.25 0.52 4.22 0.12 9.000 0.02 0.48 SP 0.00 2. 92 0.00 3.25 -0.01 4.66 0.00 0.00 0.00 0.48 SS 0.00 2.92 0.00 3.25 0.01 4 .66 0.00 0.00 0.00 0.48 JambR WP 0.17 2.44 0.07 3.25 -0.39 4.22 0.09 0.00 -0.01 0.48 WS -0.18 2.44 0 .08 3.25 0.43 4 .22 0.10 0.00 0.02 0.48 SP 0.00 2.92 0.00 3.25 0.00 4 .66 0.00 0.00 0.00 0.48 SS 0.30 2.92 0.00 3.25 0.00 4 .66 0 .00 0.00 0.00 0.48 Header WP -0.01 2.44 0.01 1.67 -0.01 4.66 0.00 0.09 0.90 0.22 WS 0.01 2.44 0.01 1 .67 0.01 3.88 0.00 0.00 0.00 0.22 SP 0.00 2. 92 0.00 1.67 0.00 4 .66 0 .00 0.00 0.00 0.22 SS 0.00 2.92 0.00 1.0 . 0.30 4.66 0.00 0.00 0.00 0.22 NP - Wind Pressure WS - Wind Suction 6? - Seismic Pressure SS - Seismic Suction T16-203 Endwall Diagonal Bracing Summary 6/21/16 3:35pm PANEL SHEAR. WITH NO BRACING: Base __._Wind_-- __Seismic_ Length Load Calc load Cale Limit. 20.67 1 49.1 3 107,5 80.0 DIAGONAL BRACE LAYOUT: Bay Brace Locate Say Design Dias-g Brace----- --EL/P- c_ Start End Width Length Type Size Part Calc Limit 1 0.00 14,14 10.31 17 .50 C 0.313 WC5 DIAGONAL BRACE STRENGTH: Bay Brace Locate Wind(k )---- ----Seismic(k )--- Max Id Start End Load Calc Limit load Cabo Limit 00 94 1 0.00 14.14 1 1.72 .5.60 3 3.77 5.60 0.67 COLUMN BASE REACTIONS: Bay Col ------Wind Mar.------ -----Seismic_Max---•••• Id Id Load Hors Vert(-/-) Load Hort Vert(-;'-) 1 1 7 -1.09 1.49 29 -0.52 0.71 2 10 1.09 1 .49 20 0.52 0.71 LOAD COMBINATIONS: Column Loads 7 - O,8Dead=0.8Co11atera1+0.73Snaw-1.07Wind_Left2-1.07Wind Sucef 10 - O.FDead+O.BCollateral.L0.335ecw+1.07wjnd Right2+,7..07Wind_Sect 20 - 1.03Dead+1 .C3Coliaterel-0.7Se;i.amic 29 - 0.57Dead+0.7Seismic Bracing Loads 1 - Wind Left2 - Seismic ._.. _. ==- T16-203 Screw Report 6/21/16 3:35pm BASE SCREW CHECK: ---- Screw Force/Screw Shear Wall Base Dia Space Shear Wind Seis Limit Max Id Length Cart (i.n) (ft) (k ) (k ) (k ) (k ) UC 1 20.67 #179 0.21 1.00 2.00 0.046 0.101. 0.261 0.39 T16-203 Weight Summary 6/21/16 3135pm Columns = 171.39 Rafters = 270.27 6irts = 1.88.70 Framed Openings = 221 .24 Bracing = 6.86 Clips Total Weight = 931.01 T16-203 Warning Summary --®mm 6/21/16 3:35pm . . No Warnings •----�'- oma- v_= .... =;.mmc- 95 *T16-203 Endwall Design Input 6/21/16 3:35pm t w� -=====- * ( vim* ( 1)JOBID: 'TIO-203' * ( 2)PRCGRAM OPTIONS: * EW Run Run Run Run No. Lap * Id Cal/Rat Girt Brace Panel Cycle Stiff 'R' 'Y' 'Y' 'Y' 'N' 4 0.50 * ( 3)DESIGN CODE: *Design --Steel Code--- ---Build--- Code Sei..smic * Code Cold flat Country Code Year label Zone 'W'S' 'NAUS07 'AISC05' ----' 'IBC '09' 'MSC 10 'B ' `( 4) DESIGN CONSTANTS: ---Strength Factors-- * ---Stress Ratio--- _ * Col/Raf Girt Panel Wind Frame Brace 1.03 1.03 1.03 11.0000 1.2000 1.2000 * ( 5) STEEL YIELDS: * Web Fig C Sec W Sec R Sec P Sec T Sec G Sec EP BP 55.0 55.0 55.3 55.0 50.0 50.0 46.0 50.0 55.0 55.0 *( (3) DEFLECTION LIMITS: --Panel--- Part Wind * Live Wind Total. Column Wall. Facia Wall Facia Wall Bent 240. 240. 0. 180. 180. 90. 180. 90. 180. 60. * ( 7)RE?ORTS: Input Column Wall. Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'Y' 'Y' 'Y' 2 'Y' 'Y' * ( 8)BUILDING TYPE: * Build Build BuildEiti----- Type Width Length Use Offset Flange 'FF-' 40.0030 64 .0300 'N : -' 4 .30 0.000 * ( 9)SURFACE SHAPE * No. X_Coard Y_Ccord Offset - Surf (ft) (ft) (in) 4 0.0000 12.2500 8.25C 20.0000 18.9167 8.250 40.0000 12.2500 8.250 40.0000 0.0000 8.250 `(10)BAY SPACING: *No.Roof Roof Frame No. ---Bay Set--- * Bay Bay Recess Sets Width Euan 4 16.0000 0.3333 3 12.3030 1 16.0000 - 12.0000 1 * (11)WALL OPENINGS: 96 * No. Open Bay Sill Base Set Member Panel JambL/ JambR/ 'Open. Id Id Width Height Offset Type Height Eiev Depth Select Opt Header Sill 1 2 2 13.5000 13.2500 1.2500 42 0.0000 9.000 0.000 'C 'Y' * (12)WIDE OPENING LAYOUT: "---Open--- Bay Td --Clear_Goening -- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount. Weight 0 * (13)WIDE OPENING AND STRUT FRAMING: *-Open- Door Jamb--- -- Stub Head Back Brace Strut -Header Beam- Deflection *No. Id Type FlgWid F1gThi Type Type Type Loc Type Type Max Spc Horz Vert 0 * (19)WIDE OPENING HEADER LOCATION: *-Open- No. Colum "No. Id Location Location 0 2 (15)PARTIAL WALLS: Jamb Base Top Full_Load ----Panel---- *No. Id Use Start End Start End Height Type Type Type Girt Col Part Opt 0 2 (16)COLUMNS: Max *Same Un&race *Depth Length 'Y' 60.000 * (17)COLUMN PART & ELEVAT_ION: Base 'No. Id Type Part Rot Depth Elev 4 1 'CR '-.. '-' 0.000 9.060 2 'CR "-- '-' 0.000 9.000 3 'CR ' '- '-' 0.000 9.000 4 'CR ' '_... 0. 000 9.000 * (IS)COLUMN SPLICES: Co_ * No. Id Locate Type 0 * (19)RAFTERS: 'Rafter Fiance * Same Brace 'Y' 'Y' * (20)RAFTER PART: Surf *No. Id Type Part Depth 97 2 2 'CR ' '--------' 0.000 3 'CR ' 0.000 * (21)RAFTER SPLICES: • Surf * No. Id Locate Type 1 3 0.0000 'M ' - (22)GIRT DESIGN: *Girt Flg Brace Set Set Max Girt To One Girt Max Onbr *Type Out In Offset Project Depth Lap Space Rafter Depth/Bay Length 'ZF' C 'N' 0.000 0.000 0.000 0.0000 7.3333 'Y` 5.0000 * (23)GIRT LOCATION: * Set No. Girt * Loc Girt Location 4 9.0000 8.0000 122.0000 16.0000 * 29)SPECIAL GIRT: * Sets Of --Bay Id-- Girt Girt Girt * Girts Stash End Height Type Rotate Use 0 * (25)SIDEWALL GIRT: *Wall Girt NO. Dirt * Id Type Depth Offset Project Girt Location 2 ' ZF' 8.000 0.000 0.000 2 4.0000 8.0000 4 'ZS' 8.000 0.00.0 0.000 2 4.0000 8.0000 * (26).ROOF PERLINS: *Surf Surf No. Peak No. -Pur_in_Set- • Id Ext Purlin Space Sets Space Quan 3 1.000 6 1.3333 0 2 1.000 6 1.3333 0 * (27)PANELS/RE COLUMNS: * Wall Liner Insulation Open Bay- RF Interior Columns * Panel Panel Use T_hicc - SW B SW Type No. Locate '26 PBR ' -----_._ 'N' 0.000 'Y' 'Y' '-' 0 * (28)flAL1 FRAMING OPTIONS: * --. _0rder_0f_Se_ection------ - Panel Diagonal Wind Wind Brace * Shear Bracing Bent Column Option Height 'N' 'Y' 'N' 'N' '-- ' 0.0000 * (29)WALL BRACING: * Wind Brace No._Bay Specified * Shear Type Specified Bays_For_Hracing 80.0 'C ' * (30)WIND BENTS: • --Member-- No. • Type Depth Bay Bay Id 0.00 0 - (31)W:ND COLUMNS: 98 * --Member-- No, Left/ * Type Depth Bay Bay_'Id Right 0.00 0 * (32)WALL BRACING ATTACHMENT " No. Attach --Bay_Id-- No. *Attach Id Start End Level. Level Height * (33)EAVE EXTENSION: *Wall No. Ext -Bay Id-- -Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 _ 1 1 4 12.250 1.000 4.000 1.000 1.000 "F' 4 1 2 7. 4 12,250 1.000 4.000 1.000 1.000 'F' "(34)CANOFY: *Wall No. Ext -Bay_Id-- -Edge_Exte.nd- Ext *Id Ext Id Start End Height Width Slope Left Right. Mount 3 0 2 0 4 0 * (35) FACIA/PARAPET . *Wail No. Ext Fac Bay Id ----Attach Beam---- ---Facia/Parapet--- Edge Extend Ext • Id Ext Id Type St End Height Width Slope Elev Height Slope Left Eight Mnt (C,E) tfs) (ft) (?:12 ) ifs) (£t) (3:12 ) (ft) (ft) 3 6 2 0 4 0 " (36)FACIA/PARAPET GIR^S: *Ext ---'-Top--- `-Interior- ---Back_Panel--- Angle *Id Type Rotate Type Rotate Part Rotate Spacing' * (37)ADJACENT BUILDING: *Wall No. Ext -Bay_Id-- -Edge_Exten Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 * (38)LOAD'S FOR EAVE EXTENSION, CANOPY, FACIA, PARAPET, AND ADJACENT BUILDING: *Ext Ext Seam Facia/Parapet Facia/Parapet Girl:: *Id Dead Collet Live Snow Rain Press 'Sues Press Suct Press Suct 1 2.00 0.50 20.00 80.00 0.00 0.00 -40.97 0. 00 0.00 0.00 0.00 2 2_00 0.50 20.00 80, 0o 0.00 0.00 -40,97 0.80 0.00 0.00 0.00 *(39)BASIC LOADS: ---Deflection--- Wind • Dead Collat Live Snow Rain Basic Load Ratio Load • Load Load Load Load Load Wind Snow Wind Seis Factor 6.0 3.5 20.0 38.5 0.0 18.6 1.00 1.00 1 .00 1.00 * (40)EDGE ZONE: * Zone Col/ * Width Girt Panel Jamb 4.000 1.07 1.23 1.07 99 * (41)BASIC LOADS AT SAVE: *Seis Sels Seis Torsion_Force_s *Dead Girt Load Wind Seismic 3.0 0.0728 0.74 0.00 0.00 * (42)L0NGITUDINAI BRACING LOADS: * ----Wind----- --_Seismic--- * Horn Vert Herz Vert 0.00 0.00 0.00 0.00 . . Left Column 0.00 0.0C 0,00 0.00 , . Right Column * (43)WIND PRESSURE/SUCTION: * Wind Wind * Press Suet 17 .7 -19.4 . Column 17.7 -19.4 . . Girt/Header 17.7 -19,4 . . Jamb 22.0 -23.8 . . Panel 27.9 -18.5 .. Parapet Girt 27.9 -18.6 , . Transv Bracing, Facia/Parapet * (44)WIND COEFFICIENTS: Column/Rafter Rafter Column/Bracing • Surf Wind 1 Wind_2 Wind 2 Long_Wi.nd Surface * Id Left Right Left Right Left Right 12 Friction 1 0.53 -0.75 0_89 -0,39 0.63 -0.88 -0.63 0.27 0.00 2 -1 .17 -0.81 -0.81 -0.45 -1.17 -0.81 -0. 87 -0.51 0.00 3 -0.81 -1.17 -0.45 -0.81 -0.81 -1, 17 -0.87 -0.51 0.00 4 -0.75 0.53 -0.39 0.89 -0.88 0.63 -0.63 -0.27 0.00 * (45)COLUMN DESIGN :OA:S: -woad- ---Li•✓e--- -Add Snow- Wind_1 Wind_2 Long_Wind Column Wind. -Seismic-- Aux_SLoad *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left. Right 1 2 Press Suct Long Tran Id Coef 32 1 1.00 1,00 1.00 0.00 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.30 0,00 0 0.00 2 1.00 1,00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0,00 3 1 .00 1 .00 0.00 0.00 1.00 1 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.30 0 0.00 4 1.00 1.00 0.00 0.00 1.00 0.00 1 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 0.8C 0,80 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0.00 3 .00 0.00 1.07 0.00 0.00 0 0.00 6 0.80 0.80 0.33 0.03 0.00 0,00 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 1.07 0.00 0.00 0 0 .00 7 0,80 0.80 0.00 0.00 0. 33 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0 0.00 8 0.80 0.80 0.00 0.00 0.33 0.33 0.00 0.00 3,00 0.00 1.07 0.00 0.00 0.00 0.00 1..07 0.00 0.000.00 0 9 0.80 0.80 0.00 0.00 0.33 0.00 0.33 0.00 0.00 0.00 1.07 0,00 0.00 0.00 0,00 1.07 0.00 0.00 0 0.00 10 0,80 0.80 0.00 0.00 0.33 0.00 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0,00 1.07 0.00 0.00 0 0.00 11 0,80 0.80 0.00 0.00 0.33 0,33 0.00 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.90 1. ,07 0.00 0.00 0 0.0C 100 12 0.80 0 .80 0.00 0.00 0.33 0.00 0.33 0.00 0, 00 0.00 0.00 1.07 0.00 0. 00 0.00 1.07 0.00 0.00 0 0.00 13 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 1.00 0.00 1 .00 0.00 0.00 0.00 0 0.00 14 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0 0.00 15 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 16 0.60 0.00 0.00 D.00 0.00 0.00 0.00 0.00 C.00 1 .00 0.00 0, 00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 17 0, 60 0.00 0.00 0.00 0. 00 0. 00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0,00 18 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.30 0.00 0.00 1.00 0.00 0.00 0 0,00 19 1,03 1. 03 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 20 .03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 21 0.82 0.82 0,33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0, 00 0,00 0.00 0.00 0.00 0.00 0. 67 0 0.00 22 0.82 0.82 0.33 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 -0.67 0 0.00 23 0.82 0. 82 0,00 0.00 0. 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0 0.00 24 0.82 0. 82 0.00 0.00 0. 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 -0.67 0 9.00 25 0.82 0.82 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0. 67 0 0.00 26 0.82 0.82 0.00 0.00 0.17 0.17 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0. 00 -0.67 0 0.00 27 8.82 0.82 0.00 0.00 0.17 0.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0,67 0 0.00 28 0.82 0.82 0.00 0.00 0.17 0.00 0.17 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0,00 0.00 0.00 -0. 67 0 0.00 29 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0C 0.70 0 0.00 30 0.57 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 31 1..00 1.00 0. 00 0.00 0.01 0.00 0.00 0.00 0, 00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 1 1 .00 32 1.00 1.00 0.00 3.00 0.01 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 2 1 .00 t (46)COLOMN DESIGN LOADS: Deflection "-Load- ---Live--- -Add Snow- Wind L Wind 2 Wind a column Wind -Seismic-- Aux Awad _ - .Long_ *No Id Dead Coli Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct. Long Than Id Coef 0 * (47)RAFTER DESIGN LOADS: -Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column Wind -Seismic-- Aux Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Tress Suet Long Tran :d Coef 26 1 1.00 1.00 1 .00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.0D 0 0.00 101 2 1 .00 1.00 0.00 0.00 1 .00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0 .00 0 .00 0.00 0 .00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0 0.00 6 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00.00 7 0.60 0.00 3 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1..00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 C .60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 0.00 0.00 0.00 0.00 0.00 7 1.00 10 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0,00 3.00 1.00 0.00 0.00 0.00 0.00 0.00 8 1 ,00 Ii 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 9 1.00 1.2 0.60 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 10 1 .00 13 0.80 0.80 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0 0.00 14 0.90 0.80 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.67 0 0.00 15 0.80 0.80 0.00 0.00 0.1.7 0.00 0.00 0.00 0 ,00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.67 0 0.00 16 0.80 0.80 0.00 0.00 0. 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0. 67 0 0.00 17 0.80 0.30 0.00 0.00 0. 17 0.17 0.00 8.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 3.00 0.00 3.67 0 0.00 18 0.80 0.80 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0. 67 0 0.00 1.9 0 .80 0,80 0.00 0.00 0.17 0.00 0.17 0.00 0.00 0.00 0.00 5 .00 0.00 0.00 0.00 0.00 0,00 0.67 0 3.00 20 0.80 0.80 0.00 0.00 0.17 0.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0,00 -0.67 0 0.00 21 1.30 1 .00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1 , 00 22 1.00 1.00 0.00 0.30 0.01 0.03 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 2 1. .00 23 1.00 1.00 0.01 0.00 0,00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 24 1 .00 1..00 0.01 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 4 1. .00 25 1.00 1 .00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 26 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0 .00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 1..00 * (48)QAFTER. DESIGN LOADS: Deflection -Load- ---Sive--- -Add_Snow- Wind 1 Wind002 Long__Wi;d Column Wind -Seismic-- Aux Load *Ne Id Dead Coll Roof Floor Snow Lt:_ft Slide Rain Left Right Left Right 1. 2 Press Suct Long Gran Id Coef 0 102 * (49)BRACING DESIGN LOADS: *-Load- --Live--- -Add_Snow- Wind_1 Wind 2 'Long Wind Column Wind -Seismic-- Aux Load - *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 2 Press Suet Long Tran Id Coef 4 1 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1.033 0.00 0.00 C.00 0.00 0.00 0.00 0.00 0 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 .00 0.00 0.00 0.00 0.00 0.00 0.0C 0 0.00 3 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.30 1.00 0 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0. 00 0.00 0.00 0.00 0.0D -1 .00 0 0.00 * (50)AUXILIARY LOADS: * No. Aux Aux No. Add Add_Load * Aux Id Name Combs Id Coef 10 1 'E2UNR_SL_L' 3 1 0.30 2 1.20 3 0.79 2 'E27Nli_SL_R' 3 2 C.30 1 1.20 4 0.79 3 'E2PAT_LL_'_ 3 5 1.00 6 1.00 7 1.00 4 'E2;A'T_L;._2' 3 6 1.00 1.00 8 1.00 .. 'E2PAT Lb ° 2 5 1.00 8 1.03 6 'F2PA1 LL 4 ' 2 6 1.00 7 1.00 7 'LWINDI L 1. 9 1.00 8 'LWIND1 R 1 10 1.00 9 'LWIND2 L ' 1 9 1.00 10 'LW:ND2 R ' 1 10 1.00 * (51)ADDITIONAL LOADS: " No. Add Lcc Basic Load FX rx Mom X Y . .cone * Add Id Id Load Type W1 W2 Co D11 01.2 . .Unit 10 1 3 'U "SNOW "D ' -0.320 -0.320 -0.33 0.00 21..08 2 2 'U SNOW -0.320 0.320 0.33 0 , 00 21 .08 3 2 'U SNOW '0 ' -0.320 -0.320 0.33 11.52 21.08 4 3 'UISNOW . 'D ' -0.320 -0.320 -0.33 0.00 9.56 5 2 M1 LIVE -0. 166 -0. 166 0.33 0.00 12,65 6 2 'U LIVE "D ' -0.166 -0.166 0.33 12.65 21.08 7 3 'C JIVE "D -0.166 -0.166 -0.33 0.00 8.43 8 3 'DLIVE "D ' ..0.156 -0.156 -0.33 6.43 21.08 9 2 '.7. WIND "D ' 0.065 0.065 0.00 0,00 8.00 10 3 'C_WIND "D ' 0.065 0.065 0.0C 13,08 21.,08 * (52IGIRT LAPS: Data Set_i ___..._-Set 2--....____ ___.....__set 3 * Opt Sets Left Right Quan Left Right Quan Left. Right Quan 103 '-' 0 * (53)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set__4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quar. ' 0 * (54) 2ANEL SCREWS: * No. Screw Washer Screw Screw -Zone Zone Part Dia Dia Space Strength 'LASE' '#"_78 0.210 0.500 12.003 2.000 * (55)BEAMS: *No. Bay *Beam Id Use Offset Height 0 8 (56) STEP LOAD COEFFICIENTS: ▪ Basic Location No. ----Scep_1--- ----Step 2-- ----Sten 3-- - 'No. Load Use Id Step Locate Coef Locate Coef Locate Coef 6 ' 4IND11' '-' 2 2 20.0000 1.000 21.0819 0.692 1WINDR.1' -' 3 2 1.0819 0. 692 21.0819 1.000 191INDL2 ' 'R' 2 2 20.0000 1.000 21. .0819 0.555 'WIND112' 'R' 3 2 1.0819 0.555 21.0819 1.000 '9.11NDL2' 'C' 2 2 20.0000 1.000 21.0819 0. 692 3WIND82' 3 2 1.0819 0.692 21. .0819 1.000 * (57)CAP SPRINTS: Column Horiz * No. id G 0 * (58)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Slav 0 * (59}RIGID FRAME COORDINATES: *Frame Frame • Id Type No. H Coord Y Coord 0 -- 0 * Code files used: * 4A MSC. 10 * EW MA MSC.1O Version 4.0 T16-203 Endwall Design Code 6/21/16 3:35pm STRUCTURAL CODE: Design Basis . WS - Working Stress Rot Roiled Steel : AISCO5 Cold Formed Steel : NAUS07 BUILDING CODE: Wind Code : MSC 13 (-BC 09) 104 Seismic Zone : B MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi Cold Formed Steel : 29503 (ksi ) T16-203 Column 6 Rafter Design 6/21/16 3:35pm MEMBER SIZES: Member Member --Web Size-- -Flange Size Member Member ----Max Load---- Id Locate Parc Depth Thick Width Thick Length Weight Id OC Report_ 1111_ 1111_ 1111_ 1111...._ 11...11_ ___ 1111 1111...__ Coil 0.7 8F25C16 8.00 16ga 2.50 16ga 10.1 28.4 2 0.24 Mom+Axl Co12 12.0 8F35C13 8.00 13ga 3.50 13ga 13.9 64. 1 7 0.98 Mom+Axl Co13 28.0 8535C13 8.30 13ga 3.50 13ga 13.9 64.1 7 0.97 Mon+Axl Co14 39.3 8F25C16 8.00 16ga 2.50 16ga 10.1 28.4 2 0.24 Mom-Axl Raf: Surf 2 10F25C12 13.00 12ga 2.50 I2ga 21,1 120.2 2: 1.01 Mom=Shr Raft Surf 3 10F25C12 10.00 12ga 2.50 12ga 21.1 120.2 22 1 . 01 Mom+Str Total= 425.2 DESIGN ACTIONS/STRENGTH: Load ---Axialik ) -- ---Shea:r(k ) -- -Moment (f-k ) - Id Id Calc Li.7ic Cab Limit Calc Limit Coll 1 1.36 11.32 3.00 2.44 0.00 4.66 Coll 2 2.71 11 .32 0.00 2.44 0.00 4.66 Call 3 2.71 11.32 0.00 2.44 0,00 4. 66 Coll 4 2.71 11.32 0.00 2.44 0.03 4.66 Coll 5 -0.90 27.07 0.0.0 2.44 0.00 4.66 Coll 6 0.84 11.32 0.00 2.44 0.00 4. 66 Coli. 2 -0.46 27.07 0.08 2,44 0.03 4.66 Coll 8 -0.46 27.07 0.00 2,44 0.00 4. 66 Coal 9 -0.46 27.07 0.00 2.44 0.00 4.66 Coll 13 1.29 11.32 0.00 2,44 0.00 4.66 Coll 11 1.29 11.32 0.00 2 .44 0.600 4. 66 Coll 12 1.29 11.32 0.00 2.44 0.00 4.66 Coll 13 -0.61 27.07 0.00 2_44 0.00 4. 66 Coll 14 -0.28 22.07 0.00 2.44 0.00 4.66 Coil 15 -1 .24 27.07 0.00 2.44 0.00 4 .66 Coll 16 0.11 11.80 0.00 2.44 0.00 4. 66 Coll 17 -1.22 27.07 0.00 2,44 0.00 4.6E Coll 18 0.41 11.32 0.00 2.44 0.00 4.66 Coll 19 0.37 13.58 0.00 2.92 0.03 5.59 Coil 20 1.22 13,58 0.00 2.92 0.00 5.59 Coll 21 0. 62 13,58 0.00 2. 92 3.00 5.59 Coll 22 1.44 13.58 0.03 2.92 0.03 5.59 Coll 23 0.69 13.58 0.00 2.92 0,00 5. 59 Coll 24 1 .51 13.58 0.00 2.92 0.80 5.59 Coil 25 0.69 13.58 0.00 2. 92 3.00 5.59 Coll 26 1.51 13.58 0.00 2.92 0.00 5.59 Coll 27 0.69 13.58 0.30 2.92 0.00 5.59 Col_ 28 1.51 13.58 0.00 2. 92 0.00 5.59 105 Coll 29 0.20 14.15 0.00 2.92 0.00 5.59 Coll 30 1_04 13.58 0.00 2.92 0.00 5.59 Coll 31 2.10 11.32 0.00 2,44 0.00 4.66 Coil 32 0. 62 11.32 0.00 2.44 0.00 4 .66 Co12 1 3.99 20.27 0.00 7.33 0.00 7.85 Co12 2 6.60 20.27 0.00 7.33 0.00 7.85 Colt 3 6.60 20.27 0.00 7. 33 0.00 7.85 Co12 4 6. 60 20.27 0.00 7.33 0.00 7.85 Co12 5 0.23 20.73 -1 .97 7.33 6.84 7 .36 Co12 6 -0.43 44. 63 -:. .97 7.33 6.84 7.36 Co12 7 1.08 23.27 -1..37 7.33 6.84 7.36 Cc12 8 1.08 20.27 -1.97 7. 33 6.84 7.36 Co12 9 1 .08 20.27 -1 .97 7.33 6.84 7 .36 Co12 10 0.48 20.73 -1 .97 7,33 6.84 7 .36 2o12 11 0.48 20.73 -1 .97 7 .33 6.84 7.36 Ccl2 12 0.48 20.73 -1.97 7.3.3 6.84 7.36 Co12 13 -1.58 44.63 1.68 7. 33 -5.84 7.36 Co12 14 -0.68 44. 63 1.68 7.33 -5.84 7.36 Co12 15 -1.18 44. 63 -1.84 7.33 6.40 7.36 Co12 16 -1.45 44 .63 - 1 .84 7.33 6.40 7.36 Cc12 17 -0.92 44.53 -1.84 7.33 6.40 7.36 Cc12 18 -1.49 44.63 -1.84 7.33 6.40 7.36 Co12 19 1.83 24.32 0.00 8.80 0.00 9.42 Co12 20 1 .00 24.32 0.00 8.80 0.00 9.42 Co12 21 2.51 24 .32 0.00 8.80 0.00 9.42 3o12 22 1.72 24.32 C.00 8.8C 0.00 9.42 Co12 23 2 .49 24.32 0.00 8.80 3.00 9.42 Co12 24 1 .70 24.32 0.00 8.80 0.00 9.42 Co12 25 2.49 24.32 0.00 8.80 0.00 9.42 Co12 26 1.70 24 .32 0.00 8.90 0.00 9.42 Co1; 2 7 2.49 24.32 0.00 8.80 0.03 9.42 Colt 28 1 .70 24.32 0.00 8.90 0.00 9.42 Co12 29 1.27 24.32 0 .00 8.80 0.00 9.42 Co12 30 0.44 24.32 0.00 8,80 0.00 9.42 Co12 31 9.54 20.27 0.00 7.33 0.00 7 .85 0o12 32 3.99 20.27 0.00 7.33 0.00 7.85 Co131 3.99 20.27 0.0C 7.33 0.00 7.85 Co13 2 6.60 20.27 0.00 7 .33 0.00 7.85 Cola 3 6.60 20 .27 0.00 7.33 0.00 7 .85 Col3 4 6.60 20.27 0.00 7.33 0.00 7.85 Cola 5 0.07 20.73 -1.97 7.33 6.84 7.36 Co13 6 -1 .33 44. 63 -1.. 97 7 .33 6.84 7 .36 Co13 7 0.92 20.27 -1 .97 7,33 6.84 7 .36 Co1.3 8 0.92 20.27 -1..97 7.33 6.84 7 ,36 Co13 9 0.92 20.27 7,33 6.84 7.36 C813 10 -0.47 44.63 -1.97 7.33 6.54 7.36 Co13 11 -0.47 44. 63 -1..97 7 .33 6.84 7.36 Co1.3 12 -0.47 44.63 -1. .97 7.33 6.84 7.36 Co13 13 -1.58 44.63 1.68 7.33 -5.84 7.36 C013 14 -0.68 44.63 1.68 7.33 -5.84 7.36 Co13 15 -1.12 44. 63 -1.84 7.37 6.40 7.36 Col3 16 -2.29 44 .63 -1.84 7.33 6.40 7.36 Co13 17 -1.07 44.63 -1 ,84 7,33 6.40 7.36 Col3 18 -2.33 44. 63 --1,84 7 .33 6.40 7.36 Cola 19 1,21. 24.32 0.00 8.83 0.00 9,42 Co13 20 1.11 24.32 0.00 8.88 0.00 9.42 Co13 21 1.92 24 .32 0.00 8.80 0.00 9.42 106 Co13 22 1 .82 24.32 0.00 8.800. 30 9.42 Co13 23 1 .90 24.32 0.00 8.80 0.00 9.42 Co13 24 1.80 24.32 0. 00 8.80 0.00 9.42 Co13 25 1.90 24.32 0.00 8.80 0.00 9.42 Co13 26 1.80 24.32 0.00 8.80 0. 00 9.42 Co13 27 1.90 24.32 0.00 8.80 0.00 9.42 Co13 28 1.80 24.32 0.00 8.80 0.00 9.42 Col3 29 0.65 24.32 0.00 8. 80 0.00 9.42 Co13 3C 0.54 24.32 0.00 8.80 0.00 9.42 Co13 31 4.00 20.27 0.00 7.33 0.00 7.85 Co13 32 9.50 20.27 0.00 7.33 0. 00 7 .85 Colo 1 1.36 11.32 0.00 2.44 0.00 4 . 66 Co14 2 2.71 11.32 0.00 2.44 0.00 4 .66 Colo 3 2.71 11.32 0.00 2.44 0.00 4. 66 Colo 4 2.71 11.32 0.00 2.44 0.00 4 .66 Co14 5 -1.04 27.07 0.00 2.44 0.00 4 . 66 Co14 6 -0.82 27.07 0.00 2.44 0.00 4 .66 Co14 7 -0.59 27.07 0. 00 2.44 0.0C 4. 66 Co14 8 -0.59 27.07 0.00 2.44 0.00 4 .66 Co14 9 -0.59 27.07 0.00 2.44 0.00 4 .6E Col4 10 -0.37 27.07 0.00 2.44 0.00 4 . 66 0o14 11 -0.37 27.07 0.00 2.44 0.00 4 . 66 Cola 12 -0.37 27.07 0.00 2 .44 0.00 4 . 66 Co14 13 -0.61 27.07 0.00 2.440. 00 4.66 Co:9 14 -0.28 27.07 0. 00 2.44 0.00 4. 66 Col4 15 -1 .29 27.07 0.00 2.44 0.00 4. 66 Co14 16 -1.18 27.07 0.00 2.44 0.00 4. 66 Co14 17 -1.34 27.07 0.00 2 .44 0.00 4 . 66 Co14 18 -1.14 27.07 0.00 2.44 0.00 4.66 Co14 19 0.34 14.15 0.00 2.92 0.00 5.59 Col4 20 0.41 13.58 0.00 2.92 0. 00 5.59 Colo 21 0.58 13.58 0. 00 2.92 0.00 5.59 Co14 22 0. 66 13.58 0.00 2. 92 0.00 5.59 Co14 23 0.65 13.58 0.00 2.92 0.00 5.59 Col4 24 0.73 13.58 0.00 2.92 0.00 5.59 Co14 25 0.65 13.58 0.00 2.92 0.00 5. 59 Co14 26 0.73 13.58 0.00 2 .92 0.00 5. 59 Colo 27 0.65 13.58 0.00 2. 92 0.00 5.59 Co14 28 0.73 13.58 0. 00 2.92 0.00 5.59 Co14 29 0.16 14.15 0.00 2 . 92 0.00 5.59 Col4 30 0.24 14.15 0.00 2.92 0.00 5.59 Co14 31 0.57 11.32 0. 20 2.44 0.00 4. 66 Co14 32 2.10 11.32 0.00 2.44 0.00 4. 66 Rafl 1 0.66 27.45 1.98 10.94 5.08 12. 16 Rafl 2 1.10 27.45 3.31 10.94 8.42 12. 16 Raf'- 3 1.10 27.45 3.31 10.94 8.42 12. 16 Rafl 4 1. 10 27.45 3.31 10. 94 8.42 12.16 Raft 5 -1. 64 55.13 1.10 10.94 1.90 11.83 Rafl 6 -0.91 55.13 C .72 10.94 -1.58 12.22 Rafl 7 0.53 29.36 0. 67 10.94 1.14 11.76 Rafl 8 0.25 29.36 -0.36 10. 94 -0.87 12.13 Raft 9 -0.95 55.13 1 .00 10.94 2.01 12 .01 Rafl 10 -1.09 55.13 0.80 10. 94 -1 .43 12 . 19 Rafl 11 0.11 29.36 0.28 10. 94 -0.64 12.19 Rafl 12 -0.14 55.13 0.38 10.94 1.02 12 .08 Rafl 13 0.15 35.23 1.01 13.13 2. 61 14.57 107 Rafl 14 0.64 32.94 0.81 13.13 2.05 14.63 Rafl 15 0.15 35.23 1.00 13.13 2.59 14.57 Rafl 16 0. 64 32.94 0.80 13.13 2.03 14,63 Rafl 17 0.15 35.23 1.00 13.13 2.59 14,57 Rafl 18 0. 64 32.94 0.86 13.13 2.03 14.63 Rafl 19 0 .15 35.23 1.00 13.13 2.59 14.57 Rafl 20 0.64 32.94 0.80 13.13 2.03 14.63 Rafl 21 1.70 27.45 5.15 10.94 11.42 12,13 Raft 22 0.79 27.45 2.27 10.94 -7,11 12, 15 Raft 23 0.69 27.45 2.08 10.94 5.50 12.15 Rafl 24 0.62 27.45 1.83 10.94 -3.89 12,17 Rafl 25 0.39 29.36 1.55 10.94 -2.93 11.85 Rafl 26 0.65 27 .45 1 .94 10.94 -4.37 11 ,39 Raft 1 0.56 27,4.5 -1.98 10.94 5.08 12. 16 Raf2 2 1.1.0 27.45 -3.31. 10,94 8 .42 12.16 Raf2 3 1.7.0 27 .45 -3.31. 10.94 8.42 12.16 Raf2 4 1. 10 27.45 -3.31 10.34 8.42 12.16 Raf2 5 -1.67 55.13 -0. 66 10.94 1 .21 11.68 Raf2 6 -0.86 55.13 -1.16 10.94 -2.44 12.22 Raf2 7 -0. 96 55.13 0.28 10.94 -0.76 11.39 Raf2 8 0.55 29.36 -0.73 10. 94 -1. .73 12.22 Raf2 9 -0.93 55. 13 -0.82 10. 94 -1..58 12.20 Raf2 10 -1.11 55.13 -0 .99 10.94 2 .07 11.98 Raf2 110 2 11. 77,45 -0.33 10.94 0.87 12,13 Raf2 12 -0.21 ,55.13 -0.33 10.94 -0. 93 12,15 Ra12 13 -0.42 66.16 -0.96 13.13 2.50 14.56 Raf2 14 0.44 32.94 -0.85 13.13 2.16 14.64 Raf2 15 -0.42 66.16 -0,96 13.13 2.48 14.55 Raf2 16 0.44 32.94 -3.85 13.13 2.14 14.64 Raf2 17 -0.42 66. 16 -0.96 13.13 2.48 14 ,55 Raf2 18 0.44 32.94 -0.85 13,13 2.14 14.64 Raf2 19 -0.42 66.16 -0.96 13.13 2.48 14.55 Raf2 20 0.44 32.94 -0.85 13.13 2.14 14.64 Raf2 21 0.76 27.45 -2.27 10.94 -7,15 12.15 Raf2 22 1.73 27.45 -5. 14 10.94 11. .39 12 .13 Raf2 23 0.61 27.45 -1.84 10.94 -3.90 12,17 Raf2 24 0.70 27 .45 -2.08 10.94 5.49 12.15 Raf2 25 0.39 23.36 1.55 10.94 -2.93 11.85 Raf2 26 0.65 27.45 -1.94 10.94 -4.37 11.39 STRENGTH RATIO: Load Axial+ Sheaf+ Control Id Id Axial Shear Moment Moment Moment UC Colt 1 0.12 0,00 0 .00 0.12 0. 12 Col: 2 0.24 0.00 0.00 0.24 0.24 Coll 3 0.24 0.00 0.00 0.24 0.24 Coll 4 0.24 C.00 0.00 0.24 0.24 Coll 5 0.03 0.000U0 0.03 0.03 Coll 6 0.07 0.00 0.20 0,07 0,07 Coll 7 0.02 0,00 0.00 0.02 0.02 Coll 8 0.02 0,00 0 .00 0.02 0 ,02 Coll 9 0.02 8.50 0.000 0,02 Coll 10 0.11 0.00 0.00 0.11 0,11 Coll 11 0.11. 0.00 0.00 0.11 0,11 Col.'- 1.2 0.11 0.00 0.02 0. 11. 0,11 Coll 1..3 0.02 0,00 0.00 0.02 0,02 108 n n C] n n o o n n n n n O o n n o n n O n n o n C) C) C) n C) o C) C) n n n C) n n n O n C) C) C) C) C) n n n o n o o O O n o O 0000000000000000000000000000000000000000000000000000C) 000 10 1 N coW co W W W Co N N N N) N N NJ N) N N N N NJ NJ N N N) NJ N N) N N N N) N N N N) N N h h'N r 1- h' r 1- t' f' 1 r F' 1 h' r f' h• H N N N N N N W W LJ N N N IV NJ Ni N) N N N) bi U .p W N 11 N) H o (O W J Oi VI A W N N o (p CO J Cr) VI W N) t' O m d J 6i Vi A W N h' N H O m CO J O) Ln A W N N o co Cl) A 000000000 O O O O O O O V O P V O P V O O O O O P O O O O W W OOO O0O CD W O W W W O O J N) U J O J O JOJ O a W N W W ND N) N) N (P U t' FW W WOUm ¢o N ID U UI 1 1 U r U LOU) m U UI h CD Ca 0 ON N N o N N) o N N • J O O 0 O 0 0 o 0 0 0 O o o 0 0 O 0) O D U U U W 44-1 J J J -J J .] -J 0 O 0 O O O 0 0 V 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 Co OW W Co O 0 0 0 0 0 O 0 0 0 0 O 0 0 O O 0 0 J J J J CO▪ l9 W W W W W W W W 0 0 0 J 0 O 0 0 0 O O O 0 CD 0 0 0 0 0 0 o 0 0 03 LOU) W O W N O CO O . . O W W W W o O J N U J O J O -J 0 A COa o J01 A a Co m 01 01 (n CO CO N) A W W W 0 U (p CO r r' U N VI h' U r U (o W A U N' 01 o OD 0) N o j o J CO W OW W N N A UW W W N) O 0 W W W W O 0 J N UP J 0 0 0 J O J (n iW CO A 01 A W CO▪ OD UI U (n m CO CO N A W W W O W LU CO V 10 01 H U N' U I U (O W A Vl h U t' o n n o n o n o n n n n n n n n o n n n n o n n o n n o o C) n n n o 0 o n o 0 0 o n o 0 o n o o n n n o o n o n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a m a a a a a a a a a a a a a a a a a a a a a a a a a a aa a a a a a a a w w m w w w w w w w m w w w w w w W w .a w Co Co w lu w N N NNJ NJ NJ r P P I N W NO W ND NJ N N N ND N N N P- r P O UO CO bi Pa w N r O WCo --J Ol (n No W N r 0 NO m J 0 (n a W N !+ N r O m W J 61 Vi a W N I O J pcc w W co F O co co J 0 0 0 0 0 0 0 C) N 0 to NF- Vl (n 01 0 01 U W a W NJ a CO a fn F NJ r r t� N) N N W a a a a N J o CJ w J m J m J co J co 0 In pU N 01 W N a r r 1 In (n 0 CD 0 0 0 N N N NJ N NJ NJ ON N N CO CO CO 0 0 0 0 0 0 0 0 0 O O 0 0 O O 0 0 O O 0 0 O o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 O O o J N J J CD In w co m C.) W O Ui • OOVO 0N N .a N 0 m CD P N to 0 U UIaWNa N N r N CON N coWaaaa 0 NJ --J CO J co a) J co P N N N IO a) T N NJ NJ J J J O m W n NJ N N �CD VNwn a Na Na iv ac. No NNw J m J W J m -J m w u• w ncCOm iNo N No coil) J J J Co14 32 0.19 0.00 0.00 0.19 0.19 Raft 1 0.02 0.18 0.42 0.43 0.44 0.44 Raf1 2 0.04 0.30 0.69 0.72 0.72 0.72 Rafl 3 0.04 0. 30 0.69 0.72 0.72 0.72 Rafl 4 0.04 0.30 0.69 0.72 0.72 0.72 Rafl 5 0.03 0.10 0.16 0.16 0.17 0.17 Rafl 6 0.02 0.07 0.13 0.14 0. 14 0.14 Rafl 7 0.02 0.06 0.10 0.11 0.10 0.11 Rafl 8 0.01 0.03 0.07 0.07 0.08 0.08 Rafl 9 0.02 0.09 0.17 0.17 0.18 0.18 Raft 10 0.02 0.07 0.12 0.13 0.13 0.13 Rafl 11 0.00 0.03 0.05 0.05 0.04 0.05 Rafl 12 0.00 0.03 0.08 0.08 0.39 0.09 Rafl 13 0.00 0.28 0.18 0.18 0.19 C.19 Rafl 14 0.02 0.06 0.14 0.16 0. 15 0. 16 Raf1 15 0.00 0.08 0.18 0.18 0.18 0.18 Rafl 16 0.02 0.06 0.14 0.16 0.15 0.16 Rafl 17 0.00 0.08 0.18 0.18 0.18 0.18 Rafl 18 0.02 0.06 0.14 0.16 0.15 0.16 Rafl 19 0.00 0.08 0.18 0.18 C. 18 0.18 Rafl 20 0.02 0. 06 0.14 0.16 0.15 0.16 Rafl 21 0.06 0.47 0. 94 0.98 1.01 1.01 Raft 22 0.03 0.21 0.59 3. 60 0.56 0.60 Raf1 23 0.03 0.19 0.45 0.47 0.47 0.47 Rafl 24 0.02 0.17 0.32 0.32 0.34 0.34 Rafl 25 0.01 0. 14 0.25 0.25 0.23 0.25 Rafl 26 0.02 0.18 0.38 3.38 0.37 0.38 Raft 1 0.02 0.18 0.42 0.43 0.44 0.44 Raf2 2 0.04 0.30 0.69 0.72 0.72 0.72 Raf2 3 0.04 0.30 0. 69 0.72 0.72 0.72 Raf2 4 0.04 0.30 0. 69 3.72 0.72 0.72 Raf2 5 0.03 0.06 0.10 0.12 C.10 0. 12 Raf2 6 0.02 0.11 0.20 0.20 0.22 0.22 Raf2 7 0.02 0.03 0.07 0.08 0.06 0.08 Raf2 8 0.02 0.07 0.14 0.15 0.15 0.15 Raf2 9 0.02 0.07 0.13 0.14 0.14 0.14 Raf2 10 0.02 0. 09 0.17 0.17 0.17 0.17 Raf2 11 0.00 0.03 0.07 0.07 0.07 0.07 Raf2 12 0.00 0.03 0.08 0.08 0.06 0 .08 Raf2 13 0.01 0.07 0.17 3.18 0.18 0 .18 Raf2 14 C.01 0.06 0.15 0.16 0.15 0.16 Raf2 15 0.01 0.07 0. 17 0.17 0.18 0.18 Raf2 16 0.01 0.06 0.15 0.16 0.15 0 .16 Raf2 17 0.01 0.07 0.17 0.17 0.18 0 .18 Raf2 18 0.01 0.06 0.15 0.16 0.15 0.16 Raf2 19 0.01 0.07 0.17 0.17 0.18 0.18 Raf2 20 0.01 0.06 3.15 0.16 0.15 C .16 Raf2 21 0.03 0.21 0.59 0. 60 0.57 0 .60 Raf2 22 0.06 0.47 0.94 0.98 1.01 1.01 Raf2 23 0.02 0.17 0.32 0.32 0.34 0.34 Raf2 24 0.03 0.19 0.45 0.47 0.47 0.47 Raf2 25 0.01 0. 14 0.25 0.25 0.23 0.25 Raf2 26 0.02 0.18 0.38 0.38 0.37 0 .38 COLUMN REACTIONS: 11] N N• .Y n4 ry O O O O O O O O O o O O O O O O O O O O O O O O O O O O O O O O O o O O r 1 r4 .y .1 .1 .y .y . N . 1 N co O co 0 11 O J 5 O -- q o 0 o N o m N N N 0000 N o N . 1 N 0 000000 .. 0 0 0 0 0 o CD o 0 0 0 0 0 0 0 0 0 0 0 0 N 0 C> o . IN o 0000 N o 0 0 0 Cl O m nNm �o N %O w m M m ti 1p m N N o LP (NV m - m CV OD 0 .i AI�J N N N1 . rO O (VI O0 .I 0 N CD 4" L9 (O .yO O O CDN N O N O N .J 1 111111111 W ro 1 N 'O I N m m vl iO r Oa .ti N m N rt m a N m tzr u] l0 P CO 0 0 - N m m O ti 1 N N .1 .ti a N .+ .a N a N N N N N N N N N N Pl n] (0 1 1 1 fi fl N N N N N y N N ti N N N I N N N N i N c N (N N NN NNS N NN . N NNN N -1 SIN NI N .1 1 'O 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 10 I (J O U O O O O V O U O O O V U U U O O p O V V U O O V O V O O U V V p V V V O D U V V V U O V O V O U p V V n o o n o n 0 0 0 0 0 o n n n non 0 0 0 o n n n o n 0 0 0 0 o n n 0 0 0 n n n n o n o o n n o 0 0 o n n n n 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F- F- �- F- F- .- F- 14. F- r• • H r (.. F.) F- r r F- F- r F F- F- F- F- 1a F- F) F- F- F• INa F- F- w 44. .o .n a s 44. 04. w .4 s. �o a €1 w w w No w w w w No w w w co No w w w w w w w w w w w w w w w w w iv ID) Na ro N) NJ NJ N) N) NJ W U U N Ni NJ NJ NJ ro NJ IV ro ti 4“.0 w Toro NJ N) N) ro CD <n .4. 44431-, oLowm01 ,1, 1,1N11 ' 131 . 00010-1 ON Ln a wwI 0 i mvi a ww .- o ,LD w Ja. vi !An. wiv .- wr oCow --IONu, an. 41 .-- o o 1I 0 0 0 .1- I I :- 0 0 0 k Ln c) COino tO o 0 01 0 mi on Com Cr)Nnm w �o � v � a` io CO u. 0P � � � .o .- wwwmr.� .- cn m .- iv .- ro .- ivwwww pow u, wa �. N) r�orow www I -Jmom oo) o o n o O 0 0 0 00 0 0 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 N) 0 0 0 0 0 0 0 0 0 C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a an. w m - 0 0 0 0 0 0 0 0 0 0 0 0 0 CD • Co14 16 -1 .16 0.00 0.00 Co14 17 -1.32 0.00 0.00 Co14 18 - 1. 2 0.00 0.00 Co14 19 0.34 0.00 0.00 Co14 20 0.43 0.00 0.00 Co14 21 0.60 0.00 3.00 Co14 22 0.68 0.00 0.00 Col4 23 0. 67 0.00 0.00 Colo 24 0.75 0.00 0.00 Co14 25 0.67 0.00 0.00 Co14 26 0.75 0.00 0.00 Co14 27 0.67 0.00 9.00 Co14 28 0.75 0.00 3.00 Co14 29 0.16 0.00 0.00 Co14 30 D.24 0.00 0.00 Co14 31 0.59 0.00 0.00 Co14 32 2.12 0.00 0.03 COLUMN MEMBER DEFLECTIONS: :load Deflection(in) Id Id -Cale Limit Coll 1 0.00 0. 68 Coll 2 0.00 0.68 Coll 3 0.00 0.68 Coll 4 0.00 0.68 Coll 5 0.00 0. 68 Coil 6 0.00 0. 68 Coll 7 0.00 0. 68 Coil 8 0.00 0.68 Coll 9 0.00 0.68 Col'_ 10 0.00 0.68 Coll 11 0.00 0.68 Coll 12 0.00 0.68 Coll 13 0.00 0.68 Coll 14 0.00 0.68 Coil 15 0.00 0. 68 Coll 16 0.00 0. 68 Coll 17 0.00 0.68 Coll 18 0.00 0.68 Coll 19 0.00 0.68 Coll 20 0.00 0.68 Coll 21 0.00 0. 68 Coll 22 0.00 0.68 Coil 23 0.00 0.68 Coll 24 0.00 0.68 Coll 25 0.00 0.68 Coll 26 0.00 0.68 Coll 27 0.00 0.68 Coil 28 0.00 0.68 Coil 29 0.00 0. 68 Coll 30 0.00 0.68 Coli 31 0.00 0.68 Coll 32 0.03 0.68 Co 12 1 0.00 0.93 Co'_2 2 3.00 0.93 114 Co12 3 0.00 0.93 Co12 4 0.0C 0.93 Co12 5 0.58 0.93 Co12 6 0.58 0.93 Co12 7 0.58 0. 93 Co12 8 0.58 0. 93 Co12 9 0.58 0.93 Co12 10 0.58 0. 93 Co12 11 0.58 0.93 Co12 12 0.58 0.93 Co12 13 -0.50 0.93 Co12 14 -0.50 0. 93 Co12 15 C.55 0.93 Co12 16 0.55 0. 93 Col2 17 0.55 0.93 Co12 18 0.55 0.93 Co12 19 0.00 0.93 Co12 20 0.00 0.93 Co12 21 0.00 0.93 Co12 22 0.00 C.93 Co12 23 0.00 0. 93 Co12 24 0.00 0.93 Co12 25 0.00 0.93 Co12 26 0.00 0.93 Co12 27 0.00 0.93 Co12 28 0.00 0.93 Co12 29 0.00 0.93 Colt 30 0.00 0.93 Co12 31 0.30 0.93 Co12 32 0.00 0. 93 Co13 0.00 0.93 Co13 2 0.00 0.93 Co13 3 0.00 0. 93 Co13 4 0.00 0. 93 Co13 5 0.58 0.93 Col3 6 0.58 C. 93 Co13 7 0.58 0. 93 Co13 8 0.58 0.93 Col3 9 0.58 0.93 Co13 10 0.58 0. 93 Col3 11 0.58 0.93 0013 12 0.58 0. 93 Co13 13 -0.50 0. 93 Co13 14 -0.50 0. 93 Co13 15 0.55 0.93 Co13 16 0.55 0. 93 Cola 17 0.55 0. 93 Col3 18 0.55 0.93 Co13 19 0.00 0.93 Co13 20 0.00 C. 93 Co13 21 0.00 0. 93 Co13 22 0.03 0.93 Co13 23 0.00 0.93 Co13 24 3.00 0. 93 Co13 25 0.00 0.93 Col3 26 0.00 0.93 Co13 27 3.00 0. 93 115 Co13 28 0.00 0. 93 Ca_3 29 0.00 0.93 Coi3 30 0.00 0.93 Co13 31 0.00 0.93 Co13 32 0.00 0. 93 Co14 1 0.00 2.68 Cc14 2 0.00 0.68 Co14 3 0 .00 0.68 Co14 4 0.00 0.68 Co14 5 0.00 0.68 Co14 6 0.00 0.68 Coi4 7 0.00 0.68 Co'_4 8 0.00 0. 68 Co14 9 0.00 0. 68 Co14 10 0.00 0.68 0o14 11 0.00 0.68 Co14 12 0.00 0.68 Co14 13 0.00 0.68 Co14 14 0.00 0. 68 Coi4 15 0.0C 0. 68 Cc14 16 0.00 0.68 Co14 17 0.00 0.68 Co14 18 0.00 0.68 Cc14 :9 0.00 0.68 Co14 20 0.00 0. 68 0o14 21 0.00 0.68 Colo 22 0.00 2.68 Coi4 23 0.00 0.68 Coi4 24 0.00 0.68 Colo 25 0.00 0.68 Co14 26 0.00 0.68 0o14 27 0.02 0. 68 Co_4 28 0.00 0. 68 0o14 29 0.00 0. 68 Co14 30 0.00 0.68 Col4 31 0.00 0.68 Co14 32 0.00 0.68 RAFTER MEMBER DEFLECTIONS: Load Deflectionhin) Id Id Calc Limit Rafl 1 -0.17 0.80 Rafi 2 -0.29 0.83 Rafi 3 -0.29 0,80 Rafl 4 --0.29 0.80 Rafl 5 0.06 0.60 Rafl 6 0.02 0.60 Rafi 7 0.03 0.60 Raft 8 0.04 0.80 Rafl 9 0.06 0. 60 Rafl 10 0.04 0.60 Rafl 11 -0 .04 0.80 Rafl 12 ..0.05 0.80 Raft 13 -0.09 0.80 Rafl 14 -0.06 0.80 116 1 0.44 -0.53 -0. 67 0.03 -1.32 6.17 0.67 1.88 2 0. 60 0.4E -0.44 -0.53 1.88 0.82 -0. 67 8.48 0.69 1.34 3 0.53 0.44 -0.46 -0. 60 1 .34 0.69 -0.67 7.52 0.82 1.88 4 0 .67 0 .53 -0.44 1.88 0.67 -1.32 9.50 0.03 RExt C.05 0.00 0.03 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear (k ) Moment(f k ) -Mom+Shr- Deflect (in) Id Los Calc Limit UC Loc Calc Limit OC Los CC Calc Limit LExt RSup -0.05 7.33 0.01 RSup 0.03 6.23 0.00 LSup 0.00 0.04 1 RLap -0.53 7.33 0.07 MidS -1.32 6. 14 0 .22 RSup 0.16 -0.11 0.78 2 LLap 0.46 2.44 0.19 LLap 0.82 4.01 0.20 LLap 0.25 -0.06 0.80 3 RLap -0.46 2.44 0.19 Kap 0.82 4.01 0.20 RLap 0.25 -0.06 0.80 4 LLap 0.53 7.33 0.07 MidS -1.32 6.14 C.22 LSup 0.16 -0.11 0.78 RExt LSup 0.05 7.33 0.01 LSup 0.03 6.23 0.00 LSuo 0.00 0.04 UNBRACED LENGTH: Bay Major Minor(ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1. 3 1 .3 1.3 1.3 2.30 2.30 2 .30 2.30 2 .30 1.00 1 .00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1 .00 1 .72 1 .37 1.00 1.00 1.00 9.00 0.36 2 16.0 2.0 2. 1 0.0 1.8 1.3 1.31 1.76 1 .00 1 .75 1.25 0.44 0.00 1 .00 0.00 0.51 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1 .00 1 .76 1.31 0.51 0 .00 1 .00 0.00 0.44 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1 .00 1 .00 1.14 0.36 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1 .3 1.3 1.3 2.30 2.30 2.30 2.30 2 .30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay ie`t_Lap (k ) Right_Lap (k ) Id Calc Shear Bear UC Calc Shear Bear OC 1 0.28 4 .42 2. 68 0.10 2 0.19 4 .42 1.86 0.10 0.25 4 .42 1.86 0.13 3 0.25 4 .42 1.86 0.13 0.19 4 .42 1.86 0.10 4 0.28 4 .42 2. 68 0.10 LOAD ID 6 : 0.8Dead+0.8Collateral+0.33Snow+1.07Wind 2ress'urel ANALYSI5: Shear(k ) Mocien_(f-k ) Bay Left Left Right Right Left Left MidSoan Right Right Id Sup Lap Lap Sup Sur Lap Mom Loc Lap Sup LExt 3. 00 -0.07 0.00 0.01 0.67 0.35 1 0.55 -0.67 -0.85 0.05 -1.65 6.18 0.84 2.36 2 0.76 0.58 -0.55 -0. 67 2 .36 1 .03 -0.84 8 .48 0.86 1.68 3 0. 67 0.55 -0.58 -0.76 1 .68 0.86 -0.84 7 .52 1.03 2.36 4 0.85 0. 67 -0.55 2.36 0 .84 -1 .65 9.49 0.05 RExt 0.07 0.00 0.05 0.01 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-< ) -Mom-Shr- Deflect(in) Id los Calc Limit UC Loc Cale Limit DC Los OC Calc Limit 216 LOAD ID 4 : Dead+Collateral+Snow4Slide Snow ANALYSIS: Shear (k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.18 0.00 0.03 0.67 0.12 1 0.83 -1.00 -1.27 0.12 -2.47 6.21 1 .27 3.54 2 1.14 0.87 -0.83 -1.01 3.54 1.54 -1.27 8.47 1 .31 2.54 3 1.01 0.83 -0.87 -1.14 2.54 1.31 -1 .27 7.53 1.54 3.54 4 1.27 1 .00 -0.83 3.54 1.27 -2 .47 9.46 0.12 RExt 0.18 0.00 0.12 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mort'+Shr- Deflect (in) Id Lou Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.18 7.33 0.02 RSup 0.12 6.79 0.02 RSup 0.03 0.07 1 RLap -1.00 7.33 0.14 MidS -2.47 6.14 0.40 RSup 0.30 -0.22 0.78 2 LLap 0.87 2.44 0.36 LLap 1 .54 4.01 0.38 LLap 0.48 -0.12 0.80 3 RLap -0.87 2.44 0.36 RLap 1.54 4 .01 0.38 RLap 0.48 -0.12 0.80 4 LLap 1.00 7.33 0.14 MidS -2 .47 6.14 0.40 LSup C .30 -0.22 0.78 RExt LSup 0.18 7.33 0.02 :Sup 0.12 6.79 0.02 LSup 0.03 0.07 UNBRACED LENGTH: Bay Major Minor (ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1 .3 1.3 1 .3 1.3 2 .30 2.30 2.30 2.30 2 .30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1 .14 1.00 1.00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1 .8 1.3 1.31 1 .76 1.00 1.75 1.23 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2.1 2 .0 1.25 1.75 1 .00 1.76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1 .72 1.00 1.00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right Lap (k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.52 4 .42 2. 68 0.19 2 0.36 4 .42 1.86 0.20 0.48 4.42 1.86 0.26 3 0.48 4.42 1.86 0.26 0.36 4 .42 1.86 0.20 4 0.52 4 .42 2.68 0.19 LOAD ID 5 : 0.8Deade0.8Co11ateral-0.33L_ve+1.07wind Pressurel ANALYSIS: Shear(k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.05 0.00 0.01 0.67 0.03 215 Bay Left_Lap (k ) Right_Lao(k ) Id Calc Shear Bear UC Calc Shear Bear UC 1 0.52 4.42 2. 68 0.19 2 0.36 4. 42 1.86 0.20 0.48 4.42 1.86 0.26 3 0.48 4 .42 1.86 0.26 0.36 4.42 1 .86 0.20 4 0.52 4 .42 2.68 0.19 LOAD 1D 3 : Dead+Collateral+Snow+Snow Drift ANALYSIS: Shear(k ) Moment(_-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lao Mom Lou Lap Sup LExt 0.00 -0. 18 0.00 0.03 C.67 0.22 1 C.83 -1.00 -1.27 0.12 -2.47 6.21 1.27 3.54 2 1.14 0.87 -0. 83 -1.01 3.54 1.54 -1.27 8.47 1.31 2.54 3 1.01 0.83 -0.87 -1.14 2.54 1.31 -1.27 7.53 1.54 3.54 4 1.27 1.00 -0.83 3.54 1.27 -2.47 9.46 0.12 RExt 0.18 0.00 0.12 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC loc Ca-c Limit UC Loc UC Calc Limit LExt RSup -0.18 7.33 0.02 RSup 0.12 6.79 0.02 RSup 0.03 0.07 1 RLap -1 .00 7.33 0.14 MidS -2.47 6.14 0.40 RSup C.30 -0.22 0.78 2 LLap 0.87 2 .44 0.36 LLap 1.54 4.01 0.38 LLap 0.48 -0. 12 0.80 3 RLap -0.87 2.44 0.36 RLap 1.54 4.01 0.38 RLap 0.48 -0.12 0.80 4 LLap 1.00 7.33 0. 14 MidS -2.47 6.14 C.40 LSup 0.30 -0.22 0.78 RExt LSup 0.18 7.33 0.02 LSup 0.12 6.79 0.02 LSup 0.03 0.07 UNBRACED LENGTH: Bay Major Minor(ft) C:. Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.30 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1. 14 1 .00 1.00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1 .75 1.25 0.43 0.00 1 .00 0.00 0.52 3 16.0 1.3 1 .8 0.0 2.1 2.0 1.25 1.75 1.00 1 .76 1.31 0.52 0.00 1.0C 0.00 0.43 4 15.7 2.0 1.4 0.0 0 .0 12.3 1.37 1.72 1.00 1 .00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2 .3C 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.503 (A325 ) Bay Left Lap(k ) Right Lao(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 0.52 4.42 2. 68 0.19 2 0.36 4.42 1.86 0.20 0.48 4.42 1.86 0.26 3 0.48 4.42 1. 86 0.26 0.36 4.42 1 .86 C.20 4 0.52 4.42 2. 68 0.19 214 LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2 .30 2.30 2 .30 2 .30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1 .72 1.37 1.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1 .8 1.3 1.31 1 .76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0 .52 3 16.0 1.3 1.8 0.0 2.1 2.0 1 .25 1.75 1.00 1.76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12 .3 1 .37 1.72 1 .00 1.00 1.14 0.36 0.00 1 .00 1.00 1.00 RExt 1.3 1 .3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1 .00 :AP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 Bay Left Lap(k ) Right_Lap(k ) Id Calc Shear Bear UC Calc Shear Bear 170 1 0.31 4.42 2 .68 0. 12 2 0.22 4.42 1.86 0.12 0.28 4.42 1.86 0.15 3 0.28 4.42 1.86 0.15 0.22 4.42 1.86 2. 12 4 0.31 4.42 2. 68 0.12 LOAD ID 2 : Dead+Collateral+Scow ANALYSIS: Shear (k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.18 0.00 0.03 0.67 0.12 1 0.83 -1.00 -1.27 0.12 -2.47 6.21 1.27 3.54 2 1.14 0.87 -0.83 -1.01 3.54 1.54 -1 .27 8.47 1.31 2.54 3 1.01 0.83 -0.87 -1 .14 2.54 1.31 -1.27 7.53 1.54 3.54 4 1.27 1 .00 -0.83 3.54 1 .27 -2.47 9.46 0. 12 RExt 0.18 0.00 0.12 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay -----Shear(k ) Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.18 7.33 0.02 RSup 0.12 6.79 0.02 RSup 0.03 0.07 1 RLap -1.00 7.33 0.14 MidS -2 .47 6.14 0.40 RSup 0.30 -C.22 0.78 2 LLap 0.87 2.44 0.36 LLap 1.54 4.01 0.38 LLap 0.48 -0.12 0.80 3 RLap -0.8? 2.44 0.36 RLap 1.54 4.01 0.38 RLap 0.48 -0.12 0.80 4 LLap 1.00 7.33 0.14 MidS -2.47 6.14 0.40 LSup 0.30 -0.22 0.78 RExt LSup 0.18 7 .33 0.02 LSup 0.12 6.79 0.02 LSup 0.03 C.07 UNBRACED LENGTH: Bay Major Minor (ft) Cb Mom_/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup :Sup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1 .4 2.0 1.14 1.00 1.00 1.72 1 .37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1 .8 1.3 1.31 1 .76 1.00 1 .75 1 .25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1 .76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.80 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) 213 2 0.72 4.42 1.86 0.39 0.94 4 .42 1 .86 0.50 3 0. 94 4.42 1.86 0.50 0.72 4.42 1.86 0.39 4 1.03 4.42 2.68 0.38 ."a T16-203 furlin(Surface= 3, Id= 2) 6/21/16 3:35pm ROOF PURLIN Surface Id = 3 Purlin Id = 2 offset = 4 .62 LAYOUT: (Purlin :d' 2) Available Design Reduction Bay Length ---Lap(ft) --- Load No. Factor Id Part (ft) Left Right Width Brace Out In LExt 8X25213 1.33 3.29 0 0.00 0.70 1 8X25213 15. 67 2.00 3.290 0.00 0.70 2 8X25216 16.00 2.00 1.33 3.29 0 MO 0.70 3 8-X,25216 16.00 1.33 2,0C 3.29 0 0.00 0.70 4 8X25213 15.67 2 .00 3.29 0 0.00 0.70 RExt 8X.115Z13 1.33 3.29 C 0.00 0.70 LOAD ID 1 Dead+Collateral+Live ANALYSIS: Shear(k )--..._____ -. Moment(f-k )__.._. ._..._ Bay left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Morn Loc Lap Sup LExc 0.00 -0.20 0.00 0.02 0.67 0.07 0.49 -0.59 -0.75 9.07 -1.46 6.21 0.75 2.1.0 2 0.67 0.51 -0.49 -0.60 2.10 0.91 -0.75 8.47 0.77 1.50 3 0.60 0.49 -0.51 -0. 67 1.50 0.77 -0.75 7.53 0.91 2.10 4 0.75 0 . 59 -0.49 2.10 0.75 -1 .46 9.46 0,07 RExt 0,10 0.00 0.07 0.02 0. 67 0.00 STRENGTH/DEFLECTION: Moment(f-k ) -Mom+Shr- Deflect(in) Id Inc Calc Limit US boc Calc Limit 'JS Loc UC Calc Limit _.Ext RSup -0.10 7.33 0,02 RSup 0.07 6.23 0.01 RSup 0.02 0.04 1 RLap -0.59 7.33 0.89 MidS -1.46 6.14 0.24 RSup 0.18 -0.12 0.78 2 LLap 0.51 2.44 0.21 LLap 0.91 4.01 0.23 LLap 0.28 -0.06 0.80 3 RLap -0.51 2.44 0.21 RLap 0.9: 4.01 0.23 RLap 0.28 -0.06 0.80 4 Lamp 0.59 7.33 0.08 MidS -L.46 6.14 0.24 LSup 0.18 -0.12 0.78 RExt TSup 0.10 7 ,33 0.01 LSup 0.07 6.23 0.01 LSup 0.02 0.04 UNBRACED LENGTH: Bay Major -------Minor (ft) Cb Mom:/Mom2. Id (ft} LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS Flap RSup 212 RExt 1.3 1.3 1 .3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap (k ) Right_Lap (k )---- Id Calc Shear Bear DC Calc Shear Bear UC 1 0.20 4.42 2. 68 0.08 2 0.14 4 .42 1.86 0.08 0.16 4.42 1.86 0.09 3 0.16 4 .42 1.86 0.09 0.11 4.42 1.86 0.06 4 0.15 4.42 2. 68 0.06 LOAD ID 22 : Dead+Collateral+1.20NB SL ANALYSIS: Shear (k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpac Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.35 0.00 0.06 0.67 0.23 1 1 .64 -1. 98 -2.51 0.23 -4.87 6.21 2.50 6.99 2 2.24 1.71 -1.64 -1 .99 6.99 3.03 -2.51 8.47 2.58 5.00 3 1.99 1. 64 -1.71 -2.24 5.00 2.58 -2.51 7.53 3.03 6.99 4 2.51 1. 98 -1.64 6.99 2.50 -4.87 9.46 0.23 RExt 0. 35 0. 00 0. 23 0. 06 0. 67 0. 00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.35 7.33 0.05 RSup 0.23 6.79 0.03 RSup 0.06 0.15 1 RLap -1. 98 7.33 0.27 MidS -4. 87 6.14 0. 79 RSup 0.59 -0. 49 0.78 2 LLap 1.71 2.44 0.70 LLap 3.03 4.01 0.76 LLap 0.94 -0.25 0.80 3 RLap -1.71 2.44 0.70 RLap 3.03 4.01 0.76 RLap 0.94 -0.25 0.80 4 LLap 1.98 7.33 0.27 MidS -4.87 6.14 0.79 LSup 0.59 -0.49 0.78 RExt _Sup 0.35 7 .33 0.05 LSup 0.23 6.79 0.03 LSup 0.06 0.15 UNBRACED LENGTH: Bay Major Minor(ft) - ----Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2 .30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1.4 2 .0 1. 14 1.00 1 .00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1 .8 1 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2 .1 2.0 1.25 1.75 1.00 1.76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2. 0 1. 4 0. 0 0. 0 12.3 1.37 1. 72 1. 00 1. 00 1. 14 0.36 0. 00 1.00 1. 00 0.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2 .30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right Lap(k )---- Id Calc Shear Bear OC Cabo Shear Bear UC 1 1.03 4 .42 2. 68 0.38 211 UNERACED LENGTH: Bay Major Minor (ft) Cb Moml/Mom2 Id (ft) LSup ILap MidS RLap RSup LSup LIap MidS RLap RSup LSup LIap MidS RLap RSup LExt 1.3 1.3 1.3 1 .3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1. 00 1.00 1.00 1 15.7 13.7 0.0 0.0 0.0 2 .0 1 .13 1.00 1 .00 1.00 1 .85 1.00 1.00 1.00 1.00-0.09 2 16.0 2.0 12.7 12.7 12.7 1.3 1.13 1.58 1.58 1.58 1.09 0.73 0.92 0.92 0.92 0.81 3 16.3 1.3 0.4 0.0 0.7 2.0 1.48 1 .68 1.00 1. 69 1.49 0.22 0.00 1.00 0.00 0.22 4 15.7 2.0 7.7 0.0 0.0 0.3 1.15 1. 99 1.00 1.00 1.69 0.69 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1 .3 2 .30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Say Left Lap (k ) Right_Lap (k ) --- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.15 4.42 2. 68 0.06 2 0. 11 4 .42 1.86 0.06 0.16 4.42 1 .86 0.09 3 0.16 4.42 1 .86 0.09 0.14 4.42 1.86 0.08 4 0.20 4.42 2. 68 0.08 LOAD ID 21 : Dead+Col-atera1+2.0PAT LL_5 ANALYSIS: Shear(k ) Moment (f-k ) Bay Left left Right Richt Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.03 0.00 0. 67 3.02 1 0.06 -0.19 -0.23 0.02 -0.07 3.12 0. 95 1.37 2 0. 61 0.46 -0.45 -0.54 1 .37 0.30 -1.20 8.45 0.19 0.85 3 0.14 0.11 -0.12 -0.16 0.85 0.68 0.35 7.41 0.74 1 .22 4 C. 63 0.48 -0.50 1.02 -0.09 -1 .72 8.72 0.02 RExt 0.04 0.00 0.02 3.00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear (k ) Moment (f-k ) -Mom Shr- Deflect (in) Id Loc Calc Limit GC Loc Calc Limit UC los DC Calc Limit LExt RSup -0. 02 7 .33 0.00 RSup 0.02 6.23 0.02 LSup C.30 -0.02 1 RLau -0.19 7.33 0.C3 RLap 0.95 6.40 0.15 RLap 0.13 0.07 0.78 2 LLap 0.46 2.44 C.19 MidS -1 .20 3. 63 0.33 Ll.ap 0.20 -0. 18 0.80 3 RLap -0. 12 2.44 3.05 Rlap 3.74 3.43 0.22 RLap 0.16 0.13 0.80 4 RSup -0. 50 7 .33 0.07 MidS -1.72 6.14 0.28 LSup 0.10 -0.18 C.78 RExt LSup 0. C4 7 .33 0.01 LSup 0.02 6.23 0.00 LSup 3.00 0.05 EMBRACED LENGTH: Bay Major Minor(ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2 .30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 0 .3 0.0 0.0 7.7 2 .0 1. 69 1.00 1.00 1.99 1.15 1.00 1.00 1.00 0.00 0. 69 2 16.0 2.0 0.7 0.0 0.4 1.3 1.49 1.69 1.00 1. 68 1.48 0.22 0.00 1.00 0.00 0.22 3 16.0 1.3 12.7 12.7 12.7 2.0 1.09 1.58 1.58 1 .58 1.13 0.81 C.92 0.92 0.92 0.73 4 15.7 2.0 0. 0 0.0 C.0 13 .7 1.85 1.00 1 .00 1.00 1.13 -0 .09 1.00 1.00 1.00 1 .00 210 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc limit LExt RSup -0.02 7 .33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 0.00 1 RLap -0. 13 7.33 0.02 MidS -0.40 6.14 0.07 RSup 0.03 -0.01 0.78 2 RLap -0.15 2.44 0.06 RLap 0. 63 3.84 0.16 RLap 0.14 0.04 0.80 3 RLap -0.51 2.44 0.21 MidS -0. 89 3. 63 0.24 RLap 0.28 -3.10 0.80 4 LLap 0.55 7.33 0.08 MidS -1 .29 6.14 0.21 LSup 0.17 -0.10 0.78 RExt LSup 0.04 7.33 0.01 LSup 0.02 6.23 0.00 LSup 0.00 0.03 UNBRACED LENGTH: Bay Major Minor (ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 13.3 0.0 0.0 0.3 2.0 1.14 1.00 1 .00 1.68 1.59 1.00 1.00 1.00 1.00 0.12 2 16.0 2.0 2. 6 0.0 6.8 1.3 1.34 1.90 1.00 2.06 1.12 0.42 0.00 1.00 0.00 0.74 3 16.0 1.3 0. 6 0.0 2.1 2.0 1.42 1 .70 1.00 1.75 1.31 0.29 0.00 1.00 0.00 0.44 4 15.7 2.0 1 .7 0.0 0.0 12. 0 1.34 1 .73 1.00 1.00 1.14 0.40 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right_Lap(k )--- Id Calc Shear Bear OC Calc Shear Bear UC 1 0.05 4.42 2.68 0.02 2 C.03 4.42 1 .86 0.02 0.16 4.42 1.86 0.09 3 0.16 4.42 1.86 0.09 0.21 4.42 1.86 0.11 4 0.30 4.42 2.68 0.11 LOAD ID 20 : Dead+Collateral+2.0PAT LI 4 ANALYSIS: Shear (k ) --Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Lac Lao Sup LExt 0.00 -0.04 0.00 0.00 0. 67 0.02 1 0.50 -0.48 -0.63 0.02 -1 .72 6. 94 -0 .09 1.02 2 0.16 0.12 -0.11 -0.14 1.02 0.74 0.35 8.59 0.68 0.85 3 0.54 0.45 -0.46 -0. 61 0.85 0.19 -1.20 7 .55 0.30 1.37 4 0.23 0.19 -0.06 1.37 0.95 -0.07 12.55 0.02 RExt 0.02 0.00 0.02 0.00 0.67 0.00 STTRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom-Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc CC Calc Limit LExt RSup -0.04 7 .33 0.01 RSup 0.02 6.23 0.00 LSup 0.00 C.05 1 LSup 0.50 7 .33 0.07 MidS -1 .72 6.14 0.28 RSup 0. 10 -0.18 0.78 2 LLap 0. 12 2.44 0.05 LLap 0.74 3.43 0.22 LLap 0.16 0.13 0.80 3 RLap -0.46 2.44 0.19 MidS -1.20 3.63 0.33 RLap C.20 -0.18 0.80 4 LLap 0.19 7.33 0.03 LLap 0. 95 6.40 0. 15 LLap 0.13 0.07 0.78 RExt LSup 0.02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 0.00 -0.02 209 LExt 0.00 -0.02 0.00 0.00 0.67 0.02 1 0.08 -0.18 -0.21 0.02 -0. 14 4.08 0.71 1 .09 2 0.53 0.39 -0.52 -0. 62 1 .09 0. 17 -0.89 7.42 1.00 1.76 3 0 .62 0 .52 -0 .39 -0 .53 1 .76 1 .00 -0 .89 8 .58 0.17 1 .09 4 0.21 0.18 -0.08 1.09 0.71 -0.14 11.58 0.02 RExt 0.02 0.00 0.02 0.00 0.67 0.00 STRENGTH/DEFLECTICN: Bay -Shear(k ) Moment(f-k ) -Mom+Shr- Deflect(in) id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0. 02 7.33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 -0.01 1 RLap -0. 18 7.33 0.02 RLap 0.71 6.45 0. 11 RLap 3.10 0.05 0.78 2 RLap -0.52 2.44 0.21 RLap 1.00 4.01 0.25 RLap 0.30 -0.10 0.80 3 LLap 0.52 2.44 0.21 LLap 1.00 4.01 0.25 LLap 0.30 -0.10 0.80 4 LLap 0.18 7.33 0.02Lip- 0.7: 6.45 0.11 LLap 0. 10 0.05 0.78 REx= LSup 0.02 7.33 0.00 :Sup 0.02 6.23 0.00 LSip 0.00 -0.01 UNBRACED LENGTH: Bay Major Minor(ft) Cb Mom1/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1 .3 1 .3 1.3 1 .3 2.30 2.30 2.30 2 .30 2 .30 1 .00 1.00 1.00 1.00 1.00 1 15.7 8.0 0.0 0. 0 5.7 2.0 1.14 1.00 1.00 1 .89 1.17 1.00 1.00 1.00 0.00 0. 64 2 16.0 2 .0 0 .5 0 .0 2 .3 1 .3 1 .56 1.69 1 .00 1 .76 1 .22 0 .15 0 .09 1 .00 0 .00 0 .57 3 16.0 1 .3 2.3 0.0 0.5 2 .0 1.22 1 .76 1 .00 1 . 69 1 .56 0.57 0.00 1.00 0.00 0.15 4 15.7 2. 0 5.7 0.0 0.0 8 .0 1.17 1.89 1.00 1.00 1.14 0.64 0.00 1.00 1 .00 1.00 RExt 1.3 1 .3 1.3 1.3 1 .3 1.3 2 .3C 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.0C LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap (k ) Right_Lap (k ) ---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.16 4.42 2. 68 0.06 2 0. 11 4.42 1 .86 0. 06 0.33 4.42 1.86 0.18 3 0.33 4.42 1.86 0.18 0.11 4.42 1.86 0.06 4 0.16 4 .42 2.68 0.06 LOAD IL 19 : Dead+Collateral+2 .0PA^_ ANALYSIS: Shear(k ) -- Moment (f-k ) Bay Leff Left Right Riaht Left Left MidSp_an Right Right Id Sup Lao Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.00 0.00 0. 67 0.02 1 0.12 -0. 13 -0.16 0.02 -0.40 6.74 0.04 0.33 2 0.1: 0.08 -0.15 -0.18 0.33 0.14 -0.03 6.23 0. 63 0.85 3 0.50 0.42 -0.51 -0. 65 0.85 0.25 -0.89 6.95 0.90 2.06 4 0. 69 0.55 -0.43 2.06 0.82 -1.29 9.65 0.02 RExt 0.04 0.00 0.02 0.00 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear (k ) Moment (£-k ) -Mom-Shr- Deflect (in) 208 LOAD ID 17 : Dead+Collateral+2.0PAT LL 1 ANALYSIS: Shear(k ) - - Moment(f-k )----- ----- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.04 0.00 0.00 0. 67 0.02 1 0.43 -0.55 -0.69 0.02 -1.29 6.02 0.82 2.06 2 0. 65 0.51 -0.40 -0.50 2.06 0.90 -0.89 9.05 0.25 0.85 3 0. 18 0.15 -0.08 -0.11 0.85 0.63 -0.03 9.77 0.14 0.33 4 0.16 0.13 -0. 12 0.33 0. 04 -0.40 8. 93 0. 02 RExt 0.02 0.00 0.02 0.00 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-:k ) -Mom+Shr- Deflect (in) Id Loc Ca1c Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.04 7.33 0.01 RSup 0.02 6.23 0.00 LSup 0.00 0.03 1 RLap -0.55 7 .33 0.08 MidS -1.29 6. 14 0.21 RSup 0.17 -0.10 0.78 2 LLap 0.51 2.44 0.22 MidS -0.89 3.63 0.24 LLap 0.28 -0.10 0.80 3 LLap 0.15 2.44 0.06 LLap 0. 63 3.84 0.16 Llap 0.14 0.04 0.80 4 LLap 0.13 7.33 0.02 MidS -0 .40 6.14 0.07 LSup 0.03 -0.01 0.78 RExt LSup 0.02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 0.00 0.00 TERRACED LENGTH: Bay Major Minor (ft)------- Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.0 0. 0 0. 0 1. 7 2. 0 1. 14 1. 00 1. 00 1. 73 1 . 34 1. 00 1. 00 1.00 0. 00 0. 40 2 16.0 2.0 2.1 0.0 0. 6 1.3 1.31 1.75 1.00 1.70 1.42 0.44 0.00 1 .00 0.00 0.29 3 16.0 1.3 6.8 0.0 2. 6 2.0 1.12 2 .06 1.00 1.90 1.34 0.74 0.00 1.00 0.00 0.42 4 15.7 2.0 0.3 0.0 0.0 13.3 1.59 1.68 1 .00 1.00 1.14 0.12 1 .00 1.00 1.00 1 .00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) ----Right Lap(k ) --- Id Calc Shear Bear UC Calc Shear Bear OC 1 0 .30 4.42 2. 68 9.11 2 0.21 4.42 1.86 0.11 0.16 4.42 1 .86 0.09 3 0. 16 4. 42 1.86 0.09 0. 03 4. 42 1. 86 0.82 4 0.05 4 .42 2.68 0.02 LOAD ID 18 : Dead+Collateral+2.OPAT L:, 2 ANALYSIS: Shear(k ) - - Moment (f-k ) --- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom boc Lap Sup 207 Bolt = 0 .500 (A325 Bay Left Lao(k ) -----Richt Lap (s )---- Id Calc Shear Bear OC Calc Shear Bear DC 1 0.37 4.42 2. 68 0.14 2 0.26 4.42 1.86 0.14 0.47 4 .42 1.86 0.25 3 0.47 4.42 1.86 0.25 0.32 4.42 1 .86 0.17 4 0 .46 4 .42 2 .68 0 .17 LOAD. ID 16 : Dead+Collateral-+Snow-PAT SL 2 ANALYSIS: Shear(k ) --Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.16 0.00 0.03 0. 67 0.11 1 0.76 -0.90 -1. 15 0.11 -2.26 6.24 1.10 3.15 2 1 .01 0.77 -0.77 -0.93 3. 15 1.36 -1.08 8.34 1 .36 2.49 3 0.97 0 .81 -0 . 73 -0.97 2.49 1 .30 -1.41 8.00 0.78 2.48 4 0.70 0. 56 -0.40 2.48 1 .22 -1.02 10.00 0.10 RExt 0.14 0.00 0.10 0.03 0.67 0.00 STREENGT3/DEFLECTION: Bay Shear (k ) ----Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc JC Calc Limit LExt RSup -0.16 7.33 0.02 RSup 0.11 6.79 0.02 RSup 0.03 0.07 1 RLap -0.90 7.33 0.12 MidS -2.26 6.14 0.37 RSup 0.26 -0.21 0.78 2 LLap 0.77 2.44 0.32 LLap 1.36 4.01 0.34 LLap 0.42 -0.09 0.80 3 LLap 0.81 2.44 0.33 MidS -1.41 3.63 0.39 LLap 0.43 -0.17 0.80 4 LLap 0.56 7.33 0.08 LSup 1.46 7 .48 0.20 LSup 0.20 -0.05 0.78 RExt LSup 0. 14 7.33 0.02 LSup 0.10 6.79 0.02 LSup 0.02 0.02 UNBRACEJ LENGTH: Ray Major Minor(ft) - Cb Mon'-/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1 .3 1.3 1 . 3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1.3 2. 0 1.14 1 .00 1.00 1.71 1.38 0.00 1.00 1.00 0.00 0.35 2 16.0 2 .0 2 .1 0.0 2.1 1.3 1 .32 1.77 1 .00 1.77 1.23 0.43 0. 00 1.00 0.00 0.54 3 16.0 1. 3 1. 9 0.0 1.2 2.0 1.25 1.75 1.00 1.72 1.41 0.32 0.00 1.00 0.00 0.31 4 15.7 2. 0 2. 600 0.0 0.3 1 .27 1.76 1 .00 1.00 1. 68 0.49 0.00 1 .00 1.00 0.00 RExt 1.3 1.3 1 .3 1.3 1.3 1.3 2.29 2.29 2.29 2.29 2.29 0.00 0.00 0. 00 0.00 0.00 LAP BOLT SHEAR/REARING: Bolt = 0.500 (A325 ) Bay left_Lap (k ) ---Right_Lap (k )---- Id Calc Shear Bear UC Calc Shear Sear OC 10.46 4.42 2. 68 0.17 2 0.32 4 .42 1 .86 0. 17 0.47 4.42 1.86 0.25 3 0.47 4.42 1.86 0.25 0.2E 4.42 1.86 0.14 4 0.37 4.42 2. 68 0.14 206 ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1 .3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2 .30 1.00 1.00 1.00 1.00 1 .00 1 15.7 12.2 0.0 0.0 1 .5 2.0 1 .14 1.00 1.00 1.72 1.36 1.00 1.00 1.00 0.00 0.37 2 16.0 2.0 2.1 0.0 1.4 1.3 1.31 1 .76 1.00 1.73 1.30 0.43 0.00 1 .00 0.00 0.45 3 16.0 1.3 1.8 0.0 3.7 2.0 1.27 1.77 1.00 1.85 1.23 0.50 0.00 1.00 0.00 0.55 4 15.7 2.0 0.7 0.0 0.0 13.0 1.48 1.69 1 .00 1.00 1.14 0.23 0.00 1.00 1.00 1.00 RExt 1 .3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = C.500 (A325 ) Bay Left_Lap(k ) Right_Lap(k )-- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.28 4.42 2.68 0.10 2 0 .20 4 .42 1.86 0.11 0.21 4.42 1.86 0.11 3 0.21 4.42 1.86 0.11 0.26 4 .42 1.86 0.14 4 0.38 4.42 2.68 0.14 LOAD ID 15 : Dead+Collateral+Snow-PAT SL 1 ANALYSIS: Shear (k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpac Right Right Id Sup Lap Sap Sup Sup Lap Mom Loc Lao Sup LExt 0.00 -0.14 0.00 0.03 C. 67 0.10 1 0.40 -0.56 -0.70 ^ C:. -1.02 5.66 1.22 2.48 2 0.97 0.73 -0.81 -0.97 2.48 0.78 -1.41 8.00 1.30 2.49 3 0. 93 0.77 -0.77 -1.01 2.49 1.36 -1.08 7 .66 1.36 3. 15 4 1.15 0. 90 -0.76 3. 15 1.10 -2.26 9.43 0.11 RExt 0.16 0.00 0.11 0.03 0.67 0 .00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mon..-Shr- Deflect(in) Id Loc Cala Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.14 7.33 0.02 RSup 0.10 6.79 0.02 RSup 0.02 0.02 1 RLap -0.56 7.33 0.08 RSup 1.46 7.48 0.20 RS-up 0.20 -0.05 0.78 2 RLap -0. 81 2.44 0.33 MidS -1 .41 3.63 0.39 RLap 0 .43 -0.17 0.80 3 RLap -0.77 2.44 0.32 RLap 1 .36 4 .01 0.34 RLap 0.42 -0.09 0.80 4 LLap 0. 90 7.33 0. 12 MidS -2.26 6. 14 0.37 LSup 0.26 -0.21 0.78 RExt LSup 0.16 7 .33 0.02 LSup 0.11 6.79 0.02 LSup 0.03 0.07 UNBRACED LENGTH: Bay Major Minor(ft) Cb -- Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1 .3 1.3 1.3 1.3 2.29 2 .29 2.29 2.29 2.29 0.00 0.00 0.00 0.00 0.00 1 15.7 0.3 0.0 0.0 2. 6 2 .0 1 .68 1.00 1.00 1.76 1.27 0.00 1.00 1.00 0.00 0.49 2 16.0 2.0 1.2 0.0 1.9 1 .3 1.41 1.72 1.00 1 .73 1.25 0.31 0.00 1.00 0.00 0.52 3 16.0 1.3 2. 1 0.0 2 .1 2.0 1.23 1.77 1.00 1.77 1.32 0.54 0.0C 1.00 0.00 0.43 4 15.7 2 .0 1.3 0.0 0.0 12.3 1.38 1 .71 1.00 1.00 _.14 0.35 0.00 1.00 1.00 0 .00 RExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2 .30 2.30 2.30 0.00 0.0C 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: 205 RLap -0 .87 7 .33 0 .12 MIdS -2 .52 6. 14 0.41 RSup 0.22 -0.26 0.78 2 LLap 0.51 2.44 0.21 LLap 1 .41 3. 94 0.3E LLap 0.36 0.01 0.80 3 RLap -0.47 2.44 0.19 RLap 0.83 4.01 0.21 RLap 0.26 -0.07 0.80 4 LLap 0 .53 7 .33 0.07 MidS -1.26 6.14 0.21 LSup 0.16 -0.10 0.78 RExt LSup 0 .09 7.33 0.01 LSup 0.06 6.23 0.01 LSup 0.00 0.03 UNBRACED LENGTH: Bay Major Minor (ft) Cb - Moml/Mom2----- Id (ft) LSup LLap MidS RLap RSup 9-Sup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 1 15.7 13.0 0.0 0.0 0.7 2.0 1.14 1.00 1.00 1.69 1.48 1 .00 1.00 1.00 0.00 0.23 2 16.0 2.0 3.7 0.0 1 .8 1.3 1 .23 1.85 1.00 1.77 1.27 0.55 0.00 1.00 0.00 0.50 3 16.0 1 .3 1.4 0.0 2. 1 2.0 1.3C 1.73 1 .00 1.76 1.31 0.45 0.00 1.00 0.00 0.43 4 15 2.0 1.5 0.0 0.0 12.2 1.36 1.72 1 .00 1.00 1.14 0.37 0.00 1.00 1.00 1.00 RSxc 1 .3 1.3 1.3 1.3 1.3 1 .3 2 .30 2.30 2.30 2.30 2.30 1.00 1.0C 1.00 1.00 1.00 LA? 3911 SHEAR/BEARSNG: Bolt = 0.500 (A325 ) Bay Left Lap(k ) RightLap(.k ) -- Id Gals Shear Bear UC Gals Shear Bear UC 1 0.38 4.42 2.68 0.14 2 0.26 4.42 1.86 0.14 0.21 4.42 1.86 0.11 3 0 .21 4 .42 1 .86 0 .11 0.20 4 .42 1.86 0 .11 4 0.28 4.42 2 .68 0.10 LOAD ID 14 : Dead-Coliateral+Sncw'/2+2AT 51 ANALYSIS: Shear (k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lan Lan Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.09 0.00 0.02 0.67 0.06 1 0.43 -0.53 -0. 67 0.06 -1.26 6. 15 0.71 1 .91 2 0.61 0.47 -0.42 -0.51 1.91 0. 83 -0.74 8.70 0.51 1. 13 3 0.47 0.38 -0.51 -0.65 1.13 0.56 -0.45 6.71 1.41 2.57 4 1.11 0. 87 -0.79 2.57 0.59 -2.52 9.15 0.06 RExt 0.11 0.00 0.06 0.02 0.67 0.00 STRENGTH/DEFLECT-ON: Bay Shear(k ) Moment(f-k ) -N_om+Shr- Deflect (in) Id Los Calc Limit OC Loc Calc Limit UC Loc UC Gals Limit LExt RSup -0. 09 7.33 0.01 RSup 0.06 6.23 0.01 LSup 0.00 0.03 1 RLap -0. 53 7.33 0.07 MidS -1.26 6.14 0.21 RSup 0.16 -0.10 0.78 2 LLap 0.47 2.44 0.19 LLap 0.83 4.01 0.21 LLap 0.26 -0.07 0.80 3 RLap -0.51 2.44 0.21 RLap 1.41 3 .94 0.36 RLap 0.36 0 .01 0.80 4 LLap 0.87 7.33 0.12 MidS -2.52 6.14 0.41 LSup 0.22 -0.26 0.78 RExt LSup 0.11 7 .33 0.01 LSup 0.06 6.23 0.01 LSup 0.02 0.08 UNBRACED LENGTH: Bay Major Minor(ft) Cb-------- Moml/Mom2------ Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 204 3 0.88 0.71 -0.83 -1.07 1.81 0.75 -1.34 7.20 1 .47 3.37 4 1.16 0.92 -0.74 3.37 1.28 -2.20 9.57 0.06 RExt 0.11 0.00 0.06 0 .02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.09 7.33 0.01 RSup 0.06 6.23 0.01 LSup 0.00 0.03 1 RLap -0.51 7.33 0.07 MidS -1.35 6.14 0.22 RSup 0.14 -0.11 0.78 2 RLap -0.47 2.44 0.19 RLap 1.11 3. 99 0.28 RLap 0.30 -0.01 0.80 3 RLap -0.83 2 .44 0.34 MidS -1.34 3.63 0.37 RLap 0.45 -0.15 0.80 4 LLap 0. 92 7 .33 0.13 MidS -2.20 6.14 0.36 LSup 0.28 -0.19 0.78 RExt LSup 0.11 7 .33 0.01 LSup 0.06 6.23 0.01 LSup 0.02 0.06 UNBRACED LENGTH: Bay Major - Minor(ft) Cb Mom1/Mom2 Id (ft) LSup ILap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2 .3C 1.00 1.00 1.00 1.00 1.00 1 15.7 12.5 0.0 0.0 1.1 2.0 1.14 1.00 1 .00 1.71 1.41 1.00 1.00 1.00 0.00 0.31 2 16.0 2.0 2.2 0.0 3.0 1 .3 1.32 1.78 1 .00 1.82 1.19 0.43 0.00 1.00 0.00 0.62 3 16.0 1.3 1.2 0.0 2.1 2 .0 1.32 1.72 1.00 1.76 1.31 0.41 0.00 1.00 0.00 0.44 4 15.7 2.0 1 .6 0.0 0.0 12.1 1.35 1.72 1.00 1.00 1.14 0.38 0.00 1.00 1.00 1.00 RExt 1.3 1. 3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2 .30 2 .30 1 .00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) -----Right_Lap(k ) ---- Id Calc Shear Bear CC Calc Shear Bear UC 1 0.25 4.42 2.68 0.09 2 0. 17 4.42 1.86 0.09 0.34 4.42 1.86 0.18 3 0.34 4 .42 1.86 0.18 0.35 4 .42 1.86 0.19 4 0.50 4 .42 2. 68 0.18 LOAD ID 13 : Dead+Collatera1+Snow/2+PAT SL_1 ANALYSIS: Shear(k ) Moment (f-6 ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0. 00 -0. 11 0. 00 0. 02 0.67 0.06 1 0.79 -0.87 -1.11 0.06 -2.52 6.52 0.59 2.57 2 0.65 0.51 -0.38 -0.47 2.57 1 .41 -0.45 9.29 0.56 1.13 3 0.51 0 .42 -0.47 -0 .61 1.13 0.51 -0.74 7.30 0.83 1.91 4 0. 67 0.53 -0.43 1.91 0.71 -1.26 9.52 0.06 RExt 0.09 0.00 0.06 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom-Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.11 7.33 0.01 RSup 0.06 6.23 0.01 RSup 0.02 0.08 203 ANALYSIS: Shear(k )-- - Moment (£-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sun Lap Lap Sup Sup Lap Mom Lao Lap Sup LExt 0.00 -0.09 0.00 0.02 0. 67 0. 06 1 0.40 -0.56 -0.70 0.06 -1.06 5.67 1.17 2.43 2 0.96 0.71 -0.83 -0.99 2.43 0.76 -1.34 7.87 1.47 2.68 3 0.99 0.83 -0.71 -3. 96 2. 68 1.47 -1.34 8.13 0.76 2.43 4 0.70 0.56 -0.40 2.43 1.17 -1.06 10.00 0.06 RExt 0 .09 0.00 0.06 0 .02 0 .67 0 .00 STRENGTH/DEFLECTION: Bay Shear(k ) - Moment(_-k ) -Mom+Shr- Deflect (in) Id Loc Gals Limit CC Lao Calc Limit OC Loc GC Calc Limit LExt RSup -0. 09 7.33 0.01 RSup 0.06 6.23 0. 01 LSup 0.00 0.02 1 RLap -0.56 7.33 0. 08 RSup 1.43 7.48 0.19 RSup 0.20 -0.05 0.78 2 RLap -0.83 2.44 0.34 MidS -1.34 3.63 0.37 RLap 0.45 -0.15 0.80 3 LLap 0. 83 2.44 0.34 MidS -1 .34 3. 63 0.37 LLap 0.45 -0.15 0.80 4 LLap 0. 56 7.33 0.08 LSup 1.43 7.48 0.19 LSup 0.20 -0.05 0.78 RExt LSup 0.09 7.33 0. 01 LSup 0.06 6.23 0.01 LSup 0.00 0.02 UNBRACED LENGTH: Bay Major - Minor(ft) Cb -Moor_/Mom2 Id (ft) ISup LLan MidS RLap RSup LSup LLap MidS Slap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1 .3 1 .3 1.3 1.3 2.30 2.30 2 .30 2 .30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 11 .2 0.0 0.0 2 .5 2 .0 1 .14 1.00 1.00 2 .76 1.28 1.00 1 .00 1.00 0.00 0.48 2 16.0 2.0 1 .2 0.0 2.1 1 .3 1 .41 1 .72 1 .00 1 .76 1.23 0.31 0.00 1.00 0.03 0.55 3 16.0 1 .3 2.1 0.0 1.2 2. 0 1.23 1.76 1 .00 1 .72 1.41 0.55 0.00 1.00 0.00 0.31 4 15 .7 2 .0 2 .5 0 .0 0 .0 11 .2 1.28 1 .76 1 .00 1.00 1 .14 3.48 0 .00 1.00 1 .00 1 .03 RExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1 .03 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(2 ) Right_Lap (:k )---- Id Calc Shear Bear OC Gals Shear Bear OC 1 0.36 4.42 2. 68 0. 13 2 0.25 4.42 1.86 0. 13 0.50 4.42 1 .86 0.27 3 0.30 4 .42 1 .86 0.27 0.25 4.42 1.86 0.13 4 0.36 4.42 2. 68 0.13 LOAD ID 12 : Dead-Collateral+Snow/2=RAT SL 5 ANALYSIS: Shear (k ) - Moment(f-k )- Bay Left Left Right Riot left Left MidSpan Right Right Id Sup Lap Lap Sup Suo Lap Mom :.oc Lap Sup LExt 0.00 -0.09 0.00 0.02 0.67 0.06 1 0.44 -0.5_ -0. 65 0.06 -1.35 6.34 0.53 1.70 2 0.55 0.41 -0.47 -0.57 1.70 0.73 -0.49 7.90 1.11 1 .81 202 Id Calc Shear Bear UC Calc Shear Bear UC 1 0.27 4.42 2 .68 0.10 2 0.19 4 .42 1.86 0.10 0.23 4.42 1.86 0.12 3 0.23 4.42 1.86 0.12 0. 19 4.42 1.86 0.10 4 0.27 4.42 2. 68 0.10 LOAD ID 10 : Dead+Collateral+Snow/2+PAT SL 3 ANALYSIS: Shear(k ) -- Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mon Loc Lap Sup LExt 0.00 -0.11 0.00 0.02 C.67 0.06 1 0.74 -0.92 -1. 16 0.06 -2.20 6.10 1.28 3.37 2 1.07 0.83 -0.71 -0.88 3.37 1.47 -1.34 8.80 0.75 1.81 3 0.57 0.47 -0.41 -0.55 1.81 1.11 -0.49 8.10 0.73 1.70 4 0. 65 0.51 -0.44 1.70 0.53 -1 .35 9.33 0.06 RExt 0.09 0.00 0.06 0.02 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit CO Loc Calc Limit UC Loc OC Calc Limit LExt RSup -0.11 7 .33 0.01 RSup 0.06 6.23 0.01 RSuo 0.02 0.06 1 RLap -0. 92 7. 33 0. 13 MidS -2.20 6. 14 0. 36 RSup 0.28 -0.19 0. 78 2 LLap 0.83 2.44 0.34 MidS -1.34 3.63 0.37 LLap 0.45 -0.15 0.80 3 LLap 0.4i 2.44 0.19 LLap 1.11 3.99 0.28 LLap 0.30 -0.01 0.80 4 LLap 0.51 7.33 0.07 MidS -1.35 6. 14 0.22 LSup 0.14 -0.11 0.78 RExt .Sup 0.09 7 .33 0.01 LSup 0.06 6.23 0.01 LSup 0.00 0.03 UNBRACED LENGTH: Bay Major Minor(ft) Cb - Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2 .30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.1 0.0 0.0 1. 6 2.0 1 .14 1.00 1.00 1.72 1.35 1.00 1.00 1.00 0.00 0.38 2 16.0 2.0 2.1 0.0 1.2 1.3 1.31 1.76 1.00 1.72 1.32 0.44 0.00 1.00 0.00 0 .41 3 16.0 1.3 3.0 0.0 2.2 2 .0 1.19 1 .82 1.00 1 .78 1.32 0.62 0.00 1 .00 0.00 0.43 4 15.7 2.0 1.1 0.0 0.0 12.3 1.41 1.71 1 .00 1.00 1.14 0.31 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAD BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right_Lap(k )--- Id Calc Shear Bear UC Calc Shear Bear CC 1 0.50 4.42 2 .68 0.18 2 0.35 4.42 1.86 0 .19 0.34 4.42 1 .86 0.18 3 0.34 4.42 1.86 0.18 0 .17 4 .42 1.86 0.09 4 0.25 4. 42 2. 68 0. 09 LOAD ID 11 : Dead+Collateral+Snow/2+DAT SL 4 201 6 2 16.0 2.0 2.1 0.0 1 .8 1.3 1.31 1 .76 1.00 1.75 1 .25 0.43 0.00 1.00 0.00 0.51 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.51 0.00 1.00 0.00 0.43 4 15.7 2 .0 1.4 0.0 0 .0 12.3 1.37 1 .72 1.00 1 .00 1 .14 0 .36 0 .00 1 .00 1 .00 1 .00 RExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1. 00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) --- Right Lap(k )- Id Calc Shear Bear UC Calc Shear Bear UC 0.31 4.42 2 .68 0.12 2 0.22 4.42 1 .86 0.12 0.28 4.42 1.86 0.15 3 0.28 4. 42 1 .86 0.15 0.22 4.42 1.86 0.12 4 0.31 4.42 2. 68 0.12 LOAD ID 9 : 0. 6Lead+Wind Suction ANALYSIS: Shear(k ) Momen_(f_k ) - Bay Left Left Riaht Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt C. 00 0.17 0.00 -0. 02 0. 67 -0.10 1 -0.56 0.52 0.65 -0.10 1.36 6.00 -0. 65 -1 .82 2 -0.57 -0. 44 0.41 0.50 -1.82 -0.81 0.62 8.55 -0.63 -1.23 3 -0.50 -0.41 0.44 0.57 -1.23 -0. 63 0.62 7 .45 -0. 81 -1.82 4 -0. 65 -0.52 0.56 -1.82 -0.65 1.36 9. 67 -0.10 RExt -0.17 0.00 -0.10 -0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear (k ) ----- ---Moment(f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit GC Loc UC Calc Limit LExt RSup 0.17 7.33 0.02 RSup -0.10 6.14 0.02 RSup 0.03 -0.05 1 LSup -0.56 7.33 0.08 MidS 1 .36 5.23 0.26 RSup 0.15 0.17 0.78 2 LLap -0. 44 2 .44 0.18 LLap -0.81 3.63 0.22 LLap 0.24 0.07 0.80 3 RLap 0.44 2.44 0. 18 RLap -0.81 3.63 0.22 RLap 0.24 0.07 0.80 4 RSup 0. 56 7.33 0.09 MidS 1 .36 5.23 0.26 LS-4p 0.15 0.17 0.78 RExt LSup -0. 17 7.33 0.02 LSup -0. 10 6.14 0.02 LSup 0.03 -0.05 UNBRACED LENGTH: Bay Major -- Minor(ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 0.0 0.0 0.0 0.0 2.30 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1 15.7 0 .0 12.3 12.3 0.0 0.0 1.00 1.13 1.13 1 .00 1 .00 1.00-0.05-0.05 1.00 1.00 2 16.3 0 .0 0.0 8.6 0.0 0 .0 1.00 1.00 1. 14 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 3 16.0 0.0 0.0 8. 6 0.0 0.0 1.50 1.0C 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 4 15.7 0.0 0.0 12.3 12.3 0.0 1.00 1.00 1.13 1 .13 1.00 1 .00 1 .00-0 .05-0 .35 1 .00 RExt 1.3 0 .0 0. 0 0.0 0.0 1.3 1.00 1.00 1 .00 1 .00 2.30 1.00 1.00 1.00 1.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Lef= Lap(k ) --- Right Lap(k )---- 200 4 Llap 0.60 7.33 0.08 MidS -1.50 6.14 0.24 LSup 0.18 -0.13 0.78 RExt LSup 0.06 7 .33 0.01 LSup 0.04 6.23 0.01 LSup 0.00 0 .04 UNBRAGED LENGTH: Bay Major - Minor (ft) --Cb -Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1.72 1.37 1.00 1.00 1 .00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1 .00 1.75 1 .25 0.43 0.00 1.00 0.00 0.51 3 16.0 1.3 1.8 0.0 2.1 2 .0 1 .25 1.75 1.00 1.76 1 .31 0.51 0.00 1.00 0.00 0.43 4 15.7 2 .0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay ---Le`t_Lap(k ) RightLap(k )---- Id Calc Shear Bear UC Calc Shear Bear OC 1 0.31 4.42 2. 68 0.12 2 0.22 4.42 1.66 0.12 0.28 4.42 1.86 0.15 3 0.28 4.42 1.86 0.15 0.22 4.42 1.86 0.12 4 0.31 4 .42 2. 68 0.12 LOAD ID 8 : 0.8Dead+0.8Collateral+0.33Snow+1.07Rind Pressurel-0.33Slide ANALYSIS: Shear (k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.06 0.00 0.01 0. 67 0.04 1 0.50 -0.60 -0.77 0.04 -1.50 6.18 0.76 2. 13 2 0. 68 0.52 -0.50 -0. 61 2 .13 0. 93 -0.76 8.48 0.78 1 .52 3 0.61 0.50 -0.52 -0.68 1.52 0.78 -0.76 7.52 0.93 2.13 4 0.77 0.60 -0.50 2.13 0.76 -1.50 9.49 0.04 RExt 0.06 0.00 0.04 0.01 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) -----Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit OC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.06 7 .33 0.01 RSup 0.04 6.23 0.01 LSup 0.00 0.04 1 RLap -0.60 7.33 0.03 MidS -1.50 6. 14 0.24 RSup 0 .18 -0.13 0.78 2 LLap 0.52 2.44 0 .21 LLap 0.93 4.01 0. 23 LLap 0.29 -0. 07 0. 80 3 RLap -0.52 2 .44 0.21 RLap 0. 93 4.01 0.23 RLap 0.29 -0.07 0.80 4 LLap 0.60 7.33 0.08 MidS -1.50 6.14 0.24 LSup 0.18 -C.13 0.78 RExt ',Sup 0.06 7.33 0 .01 LSup 0.04 6.23 0.01 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major Minor(ft)- Oh Moml/Mom2 - Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1. 3 1.3 1.3 1. 3 1. 3 2. 30 2. 30 2. 30 2. 30 2. 30 1. 00 1.00 1.00 1. 00 1. 00 1 15.7 12.3 0.0 0.0 1 .4 2.0 1.14 1.00 1.00 1.72 1.37 1.00 1.00 1.00 0.00 0.36 199 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect(in) Id Los Calc Limit DC Los Calc Limit OC Loc UC Calc Limit LExt RSup -0.06 7.33 0.01 RSup 0.04 6.23 0.01 LSup 0.00 0.04 RLap -0.60 7.33 0.08 MidS -1.50 6.14 0.24 RSup 2.18 -0.13 0.78 2 LLap 0.52 2.44 0.21 LLap 0.93 4 .01 0.23 LLap 0.29 -0.07 0.80 3 RLap -0 .52 2 .44 0 .21 RLap 0 .93 4 .01 0 .23 RLap 0.29 -0 .07 0 .80 4 LLap 0.60 7.33 0.08 MidS -1.50 6.14 0.24 LSup 0. 18 -0.13 0.78 RExt LSup 0.06 7.33 0.01 LSup 0 .04 6.23 0.01 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major Minor(ft) CP - Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1 .00 1.00 1. 00 1.00 1.00 1 15.7 12. 3 0.0 0.0 1.4 2. 0 1.14 1 .00 1.00 1.72 1.37 1.00 1.00 1 .00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1 .75 1.25 0.43 0.00 1.00 0.00 0.51 3 16.0 1. 3 1. 8 0.0 2.1 2 .0 1.25 1.75 1. 00 1.76 1.31 0.51 0.00 1.00 0.00 0.43 4 15.7 2. 0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 C.36 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1 .3 1.3 1.3 1.3 2 .30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Ba- - - --Left_Lap(k ) Right_Lap (k )---- Id Gals Shear Bear UC Calc Shear Bear UC 1 0.31 4.42 2. 68 0.12 2 0.22 4. 42 1.86 0.12 0.28 4 .42 1.86 0.15 3 0.28 4.42 1.86 0. 15 0.22 4.42 1.86 0.12 4 0.31 4 .42 2. 68 0.12 LOAD ID 7 : 0.SDead-0.8Collatera1+0.33Snow+:.07Wind 2ressure1+0.33Snow D ANALYSIS: Shear(k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0 .00 -0 .06 0.00 0.01 0.67 0.04 1 0.50 -0.60 -0.77 0.04 -1 .50 6.18 0.76 2 .13 2 0.68 0.52 -0.50 -0. 61 2. 13 0.93 -0.76 8.48 0.78 1 .52 3 0. 61 0.50 -0.52 -0. 68 1.52 0.78 -0.76 7.52 0. 93 2.13 4 0.77 0. 60 -0.50 2.13 0.76 -1.50 9.49 0.04 RExt 0.06 0.00 0.04 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear (k ) Moment(f-k ) -Mon+Shr- Deflect (in) Id Los Cals Limit UC Los Cabs Limit OC Loc UC Gals Limit LExt RSup -0.06 7.33 0.01 RSup 0.04 6.23 0.01 LSup 0.00 0.04 1 RLap -0.60 7.33 0.08 MidS -1 .50 6.14 0.24 RSup 0.18 -0.13 0.78 2 LLap 0.52 2.44 0.21 LLap 0.93 4 .01 0.23 LLap 0.29 -0.07 0.80 3 RLap -0.52 2.44 0.21 RLap 0.93 4.01 0.23 RLap 0.29 -0.07 0.80 198 Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.04 0.00 0.01 0. 67 0.03 1 0.40 -0.48 -0. 61 0.03 -1 .20 6.17 0. 61 1.70 2 0.54 0.42 -0.40 -0.48 1.70 0.74 -0.61 8.46 0. 62 1.21 3 0.48 0.40 -0.42 -0.54 1.21 0. 62 -0.61 7 .52 0.74 1.70 4 0. 61 0.48 -0.40 1.70 0. 61 -1.20 9.50 0.03 RExt 0.04 0. 00 0. 03 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear (k ) Moment (£-:k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit CC Loc UC Calc Limit LExt RSup -0.04 7 .33 0.01 RSup 0.03 6.23 0.00 LSup 0.00 0.03 1 RLap -3.48 7 .33 0.07 MidS -1.20 6.14 0.19 RSup 0.14 -0.10 0.78 2 LLap 0.42 2.44 0.17 LLap 0.74 4.01 0.18 LLap 0.23 -0.05 0.80 3 RLap -0.42 2.49 0.17 RLap 0.74 4.01 0.18 RLap 0.23 -0.05 0.80 4 LLap 0.48 7.33 0.07 MidS -1.20 6.14 0.19 LSup 0.14 -0.10 0.78 RExt LSup 0.04 7.33 0.01 LSup 0.03 6.23 0.00 LSup 0.00 0.03 UNBRACED LENGTH: Bay Major Minor(ft) ---Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup ILap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1. 3 1.3 1. 3 1. 3 1. 3 2. 3C 2.30 2. 30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1.72 1.37 1 .00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1 .3 1.31 1.76 1.00 1.75 1 .25 0.44 0.00 1.00 0.00 0.51 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.51 0.00 1.00 0.00 0.44 4 15.7 2.0 1 .4 0.0 0.0 12.3 1 .37 1.72 1 .00 1.00 1.14 0.36 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1 .3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1 .00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -----Left Lap(k ) ----Right Lap(k )- Id Calc Shear Bear UC Calc Shear Bear 00 1 0.25 4.42 2 .68 0.09 2 0. 18 4.42 1.86 0.09 0.23 4.42 1 .86 0.12 3 0 .23 4.42 1.86 0.12 0.18 4.42 1.86 0.09 4 0.25 4.42 2.68 0.09 LOAD ID 6 : 0.8Dead+0.8Collatera1+0.33Snow+1.07Wind Pressurel ANALYSIS: Shear(k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.06 0.00 0.01 0.67 0.04 1 0.50 -0.60 -0.77 0.04 -1.50 6.18 0.76 2.13 2 0.68 0.52 -0.50 -0. 61 2.13 0.93 8.48 0.78 1.52 3 0.61 0.50 -0.52 -0.68 1.52 0.78 -0.76 7 .52 0.93 2.13 4 0.77 0.60 -0.50 2.13 0.76 -1 .50 9.49 0.04 RExt 0.06 0.00 0.04 0.01 0.67 0.00 197 2 0.33 4 .42 1 .86 0 .18 0 .43 4 .42 1 .86 0 .23 3 0.43 4.42 1.86 0.23 0.33 4.42 1.86 0. 18 4 0.47 4 .42 2.68 0.18 LOAD IL 4 : Dead+Collateral+Snow+Slide Snow ANALYSIS: Shear(k ) --Moment(f-3 ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mon Loc Lap Sup LExt 0.00 -0.16 0.00 0.03 0. 67 0.11 1 0.75 -0.91 -1.15 0.11 -2.23 6.21 1. 15 3.2: 2 1.03 0.79 -0.75 -0.92 3.21 1 .39 -1 .15 8.47 1.18 2.30 3 0.92 0.75 -0.79 -1.03 2.30 1.18 -1.15 7.53 1 .39 3.21 4 1. 15 0. 91 -0.75 3.21 1.15 -2.23 9.46 0.11 RExt 0 .16 0 .00 0 .11 0.03 0.67 0 .00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Loc Calc limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.16 7.33 0.02 RSup 0.11 6.79 0.02 RSup 0.03 0.06 RLap -0.91 7.33 0.12 MidS -2.23 6.14 0.36 RSup 0.27 -0.20 0.78 2 LLap 0.79 2.44 0. 32 LLap 1.39 4.01 0.35 LLap 0.43 -0.10 0.80 3 RLap -0.79 2.44 0.32 RLap 1.39 4.01 0.35 RLap 0.43 -0. 10 0.80 4 LLap 0.91 7.33 0.12 MidS -2.23 6.14 0.36 LSup 0.27 -0.20 0.78 RExt LSup 0.16 7.33 0.02 LSup 0.11 6.79 0.02 LSup 0.03 0. 06 UNBRP_CE3 LENGTH: Bay Major Minor(ft) Cb Moml/Mon2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1 .3 1 .3 1.3 1.3 2.30 2.30 2 .30 2.30 2.30 0.00 0.00 0. 00 0.00 0.00 1 15.7 1.2.3 0.0 0.0 1.4 2.0 1.14 1.00 1.0C 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2. 1 0.0 1.8 1.3 1.31 1 .76 1.00 1.75 : .25 0.43 0.00 1 .00 0.00 0.52 3 16.0 1.3 1.8 0.0 2.1 2.0 1 .25 1.75 1 .00 1.76 1.31 0.52 0.00 1. 00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1. 00 1.00 0.00 RExt 1.3 1 .3 1 .3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0,00 LAP BOLT SHEAR/BEARING: Bolt = 0 .500 (A325 ) Bay Left_Lap (k ) Right_Lao(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 -- --- 0.47 4.42 2. 6E 0.18 2 0.33 4.42 1 .86 0. 18 0.43 4 .42 1.86 0.23 3 0.43 4.42 1 .86 0.23 0.33 4 .42 1.86 0.18 4 0.47 4.42 2. 66 0.18 LOAD ID 5 : 0.BDead+0.BCollateral+0.33Live41.07Wind Pressure'. ANALYSIS: Shear(k ) Moment (f-.-k ) 196 RExt 1.3 1. 3 1. 3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) -----Right_Lap (k )---- Id Calc Shear Bear OC Calc Shear Bear UC 1 0.47 4.42 2.68 0.18 2 0.33 4.42 1.86 0.18 0.43 4.42 1. 86 0.23 3 0.43 4.42 1.86 0.23 0.33 4.42 1.86 0.18 4 0.47 4.42 2 .68 0.18 LOAD ID 3 : Dead+Collateral*Snow-Snow Drift ANALYSIS: Shear(k ) --Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0. 16 0.00 0.03 0.67 0. 11 1 0.75 -0.91 -1 .15 0.11 -2.23 6.21 1 .15 3.21 2 1.03 0.79 -0.75 -0.92 3.21 1.39 -1 .15 8.47 1.18 2.30 3 0.92 0.75 -0.79 -1.03 2.30 1.18 -1.15 7.53 1.39 3.21 4 1. 15 0.91 -0.75 3.21 1. 15 -2.23 9.46 0.11 RExt 0.16 0.00 0.11 0.03 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Mcment(f-k ) -Mom.+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc GC Calc Limit LExt P.Sup -0.16 7.33 0.02 RSup 0.11 6.79 0.02 RSup 0.03 0.06 1 RLap -0.91 7.33 0.12 MidS -2.23 6.14 0.36 RSup 0.27 -0.20 0.78 2 LLap 0. 79 2. 44 0.32 LLap 1.39 4. 01 0.35 LLap 0. 43 -0. 10 0. 80 3 RLap -0.79 2.44 0.32 RLap 1.39 4.01 0.35 RLap 0.43 -0.10 0.80 4 LLap 0. 91 7.33 0.12 MidS -2 .23 6.14 0.36 LSup 0.27 -C.20 0.78 RExt LSup 0.16 7 .33 0.02 LSup 0.11 6.79 0.02 LSup 0.03 0.06 EMBRACED LENGTH: Bay Major Minor(ft) ----Ch Mom1/Morr.2 Id (ft) LSup LLap MidS RLap RSuo LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2 .30 2.30 0.00 0.00 0 .00 0.00 0.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1 .72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2 .1 2 .0 1.25 1 .75 1.00 1.76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2 .0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1.3 1_3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 Bay ----Left Lap(k ) Right Lap (k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.47 4.42 2 .68 0.18 195 UNBRACED LENGTH: Bay Major -----Minor(ft) Cb-- Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1 .14 1.00 1.00 1.72 1.37 1.00 1.00 1.00 0. 00 0.36 2 16.0 2 .0 2. 1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.52 3 16.0 1 .3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2.0 1 .4 0.0 0.0 12 .3 1.37 1.72 1.00 1. 00 1 .14 0.36 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1 .00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) Right_Lap(k ) ---- Id Calc Shear Bear OC Calc Shear Bear UC 1 0.28 4.42 2.68 0.10 2 0.20 4.42 1_86 0.11 0.25 4.42 1.86 0. 14 3 0.25 4.42 1 .86 0.14 0.20 4.42 1.86 0.11 4 0.28 4.42 2. 68 0.10 LOAD ID 2 : Dead+Collateral*Snow ANALYSIS: Shear (k ) - Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right _d Sup Lap Lap Sup Sup Lap Mom Lou Lap Sup LExt 0.00 -0.16 2.00 0.03 0. 67 0. 11 1 0.75 -0.91 -1. 15 0.11 -2.23 6.21 1. 15 3.21 2 1.03 0.79 -0.75 -0.92 3.21 1 .39 -1. 15 8.47 1.18 2.30 3 0.92 0.75 -0.79 -1.03 2.30 1.18 -1.15 7.53 1 .39 3.21 4 1 .15 0. 91 -0.75 3.21 1 .15 -2.23 9.466 0.11 RExt 0. 16 0.00 0.11 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-:k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Gals Limit UC Lou UC Cala Limit LExt RSup -0.16 7.33 0. 02 RSup 0.11 6.79 0.02 RSup 0.03 0.06 1 RLap -0.91 7.33 0.12 MidS -2.23 6.14 0.36 RSup 0.27 -0.20 0.78 2 LLap 0.79 2 .44 0.32 LLap 1.39 4 .01 0.35 LLap 0.43 -0.10 0.80 3 RLap -0.79 2.44 0.32 RLap 1.39 4.01 0.35 RLap 0.43 -0.10 0.80 4 Llan 0.91 7.33 0.12 MidS -2.23 6. 14 0.36 LSup 0.27 -0.20 0.78 RExt LSup 0.16 7.33 0.02 LSup 0. 11 6.79 0.02 LSup 0.03 0.06 UNBRACED LENGTH: Bay Major Minor(ft) Cb Mom_/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup ILap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 2.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 13.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1 .00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1 .00 0.00 0.52 3 16.0 1.3 1. 8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.52 0.00 1. 00 0.00 0.43 4 15.7 2.0 2 .4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1.00 0.00 194 LOAD COMBINATIONS: 22 - Dead+Collateral+1.2UNB SL T16-203 Purlin(Surface= 3, Id= 1) 6/21/16 3:35pm ROOF PURLIN Surface Id = 3 Purlin Id = 1 Offset = 1.33 Edge Strip = 4.00 LAYOUT: (Purlin Id= 1) Available Design Reduction Bay Length ---Lap(ft) -- Load No. Factor Id Part (ft) Left Right Width Brace Out In LExt 8X25213 1 .33 2.98 0 0.00 0.70 1 82(25Z13 15.67 2.00 2. 98 0 0.00 0.70 2 8X25Z16 16.00 2.0C 1 .33 2.98 0 0.00 0.70 3 8X25Z16 16.00 1.33 2 .00 2 .98 00.00 0.70 4 8X25213 15.67 2.00 2.98 0 0.00 0.70 RExt 8X25213 1.33 2.98 0 0.03 0.70 LOAD ID 1 : Dead+Collateral+Live ANALYSIS: Shear(k ) Moment (f-'k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sun Lap Lap Sup Sup Lap Mom, Loc Lap Sup LExt 0.00 -0.09 0.00 0.02 0.67 0. 06 1 0.45 -0.54 -0. 68 0.06 -1.32 6.21 0. 68 1.90 2 0. 61 0.47 -0.45 -0.54 1.90 0.82 -0.68 8.47 0.70 1.36 3 0.54 0.45 -0.47 -0.61 1 .36 0.70 -0.68 7 .53 0.82 1.90 4 0.68 0.54 -0.45 1.90 0.68 -1.32 9.46 0.06 RExt 0.09 0.00 0.06 0.02 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) - Moment(f-k ) -M.om+Shr- Deflect (in) Id Loc Calc Limit UC Loc Cain Limit UC Loc UC Calc Limit LExt RSup -0.09 7.33 0.01 RSup 0.06 6.23 0 .01 RSup 0.02 0.03 1 RLap -0.54 7 .33 0.07 MidS -1 .32 6.14 0.22 RSup 0 .16 -0.11 0. 78 2 LLap 0.47 2.44 0.19 LLap 0.82 4 .31 0.21 LLap 0.25 -0.05 0.80 3 RLap -0.47 2.44 0.19 RLap 0.82 4.01 0.21 RLao 0.25 -0.05 0.80 4 LLap 0.54 7 .33 0.07 MidS -1.32 6.14 0.22 LSup 0 .16 -0.11 0.78 RExt LSup 0.09 7.33 0.01 LSup 0.06 6.23 0.01 LSup 3.02 0.03 193 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1 .3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1 .00 1.00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1A O 1.8 1.3 1.31 1.76 1 .00 1.75 1.25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.52 0.00 1 .00 0.00 0.43 4 15.7 2 .0 1 .4 0.0 0.0 12.3 1.37 1.72 1 .00 1.00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1.3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0. 00 LAP BOLT SHEAR/BEARING: Bolt = 0 .500 (A325 ) Bay Left Lap(k ) Right Lap(k ) ---- Id Calc Shear Bear UC Calc Shear Bear UC 1 1 .03 4 .42 2.68 0.38 2 0.72 4.42 1.86 0.39 0.94 4.42 1.86 C.50 3 0.94 4.42 1 .86 0.50 0.72 4.42 1.86 0.39 4 1.03 4.42 2. 68 0.38 T16-203 Purlin Layout(Surface= 3) 6/21/16 3:35pm SURFACE LAYOUT: Surface No. Peak Id Length Row Space 3 21 .082 6 1 .333 PURLIN LOCATION: Purlin Surf Load Dead Show Max Load------ Id Offset Space Width Load Report id UC Report Notes 1 .333 1.333 2. 979 1.33 Y 22 0.94 Mom+Shr 2 4.625 3.291 3.291 1.20 Y 22 1.03 Mom+Shr 7.916 3.291 3.291 1.20 22 1 .03 Mom+Shr 4 11.208 3.291 3.291 1.20 22 0.56 Mom+Shr 14.499 3.291 3.291 1.20 22 0.56 MomDShr 6 17.790 3.291 3.291 1.20 _ 22 0.56 Mom+Shr 21 .082 3.291 Average= 1.22 LAYOUT: Bay Design ---Lap(ft) -- No. Unit Total Id Part Length Left Right Brace Weight Weight LSxt 8X25Z13 1 .33 0 5.4 32 .2 1 8X25Z13 15. 67 2. 00 0 71.2 427.2 2 8X25216 16.00 2.00 1.33 0 54.1 324.8 3 8X25216 16.00 1.33 2.00 254 .1 324.8 4 8X25Z13 15. 67 2.0C 0 71.2 427 .2 RExt 8X25Z13 1 .33 0 5.4 32 .2 Tota_ (ib)= 261.4 1568.4 192 LExt RSup -0.02 7.33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 -0.02 1 RLap -0.19 7 .33 0.03 RLap 0.95 6.40 0.15 RLap 0.13 0.07 0.78 2 LLap 0.46 2.44 0.19 MidS -1 .20 3. 63 0.33 LLap 0.20 -0. 18 0.80 3 RLap -0.12 2.44 0.05 RLap 0.74 3.43 0.22 RLap 0.16 0.13 0.80 4 RSup -0.50 7 .33 0.07 MidS -1.72 6.14 0.28 LSup 0.10 -0.18 0.78 RExt LSup 0.04 7 .33 0.01 LSup 0.02 6.23 0.00 LSup 0.00 0.05 EMBRACED LENGTH: Bay Major -------Minor(ft) Cb Moml/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1 .3 1.3 1.3 1.3 2.30 2.30 2.30 2 .30 2.30 1.00 1 .00 1.00 1.00 1.00 1 15.7 0.3 0.0 0.0 7.7 2 .0 1. 69 1 .00 1 .00 1.99 1.15 1.00 1.00 1.00 0.00 0.69 2 16.0 2.0 0.7 0.0 0 .4 1.3 1 .49 1 .69 1.00 1.68 1.48 0.22 0.00 1.00 0.00 0.22 3 16.0 1.3 12.7 12.7 12 .7 2.0 1 .09 1.58 1 .58 1.58 1 .13 0.81 0.92 0.92 0.92 0.73 4 15.7 2.0 0.0 0.0 0.0 13.7 1.85 1.00 1.00 1.00 1 .13 -0.09 1 .00 1.00 1.00 1.00 RExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -----Left_Lap(k ) ----- Right_Lap (k ) ---- Id Calc Shear Bear UC Gale. Shear Bear UC 1 0.20 4.42 2 .68 0.08 2 0.14 4.42 1 .86 0.08 0.16 4.42 1 .86 0.09 3 0.16 4.42 1.86 0.09 0.11 4.42 1.86 0.06 4 0.15 4.42 2. 68 0.06 LOAD ID 22 : Dead-Collateral+1.20NB SL ANALYSIS: Shear (k ) --------------Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.35 0.00 0.06 0.67 0.23 1 1.64 -1 .98 -2.51 0.23 -4 .87 6.21 2.50 6.99 2 2.24 1.71 -1.64 -1 .99 6.99 3.03 -2.51 8.47 2.58 5.00 3 1. 99 1. 64 -1.71 -2.24 5.00 2.58 -2.51 7 .53 3.03 6.99 4 2 .51 1.98 -1. 64 6.99 2.50 -4.87 9.46 0.23 RExt 0.35 0.00 0.23 0 .06 0.67 0 .00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Cale Limit OC Loc Calc Limit UC Loc UC Cale Limit LExt RSup -0.35 7.33 0.05 RSup 0.23 6.79 0.03 RSup 0.06 0.15 1 RLap -1.98 7.33 0.27 MidS -4.87 6.14 0.79 RSup 0.59 -0.49 0.78 2 LLap 1.71 2.44 0.70 LLap 3.03 4 .01 0 .76 LLap 0.94 -0.25 0.80 3 RLap -1.71 2.44 0.70 RLap 3.03 4.01 0.76 RLap 0. 94 -0.25 0.80 4 LLap 1.98 7.33 0.27 MidS -4 .97 6. 14 0.79 LSup 0.59 -0.49 0.78 RExt LSup 0.35 7.33 0.05 LSup 0.23 6.79 0.03 LSup 0.06 0.15 UNBRACED LENGTH: Bay Major -- Minor (ft) - Cb - Moml/Mom2------- 191 2 0. 16 0 .12 -0. 11 -0.14 1.02 0.74 0.35 8.59 0.68 0.85 3 0.54 0.45 -0.46 -0. 61 0.85 0.19 -1 .20 7.55 0.30 1 .37 4 0.23 0.19 -0.06 1.37 0.95 -0.07 12.55 0.02 RExt 0.02 0.00 0.02 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit OC Lot Caic Limit UC Loc UC Calc Limit LExt RSup -0.04 7.33 0.01 RSup 0.02 6.23 0.00 LSup 0.00 0.05 LSup 0.50 7.33 0.07 MidS -2 .72 6.14 0.28 RSup 0.10 -0.18 0.78 2 LLap 0.12 2.44 0.05 LLap 0.74 3.43 0.22 LLap 0.16 0.13 0.80 3 RLap -0.46 2 .44 0.19 MidS -1.20 3.63 0.33 RLap 0.20 -0.18 0.80 4 LLap 0 .19 7 .33 0 .03 LLap 0.95 6.40 0 .15 LLap 0.13 0 .07 0 .78 RExt LSup 0.02 7.33 0.00 LSup 0.02 6.23 0.00 :Sup 0.00 -0.02 UNRRA:7ED LENGTH: Bay Major Minor(fu) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LEx_ 1.3 1.3 1.3 1 .3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 13.7 0.0 0.0 0.0 2.0 1. 13 1.00 1.00 1.00 1.85 1. 00 1.00 1 .00 1.00-0.09 2 16.0 2.0 12 .7 12.7 12.7 1.3 1.13 1.58 1.58 1.58 1 .09 0.73 0.92 0.92 0. 92 0.81 3 16.0 1. 3 0.4 0.0 0.7 2. 0 1 .48 1 .68 1.00 1. 69 1.49 0.22 0.00 1.00 0.00 0.22 4 15.7 2. 0 7.7 0.0 0.0 0.3 1.15 1. 99 1.00 1.00 1.69 0. 69 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1. 3 2.30 2.30 2.30 2.30 2 .30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay ----Left_Lap(k ) ----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear CC 1 0.15 4 .42 2. 68 0.06 2 0.11 4.42 1. 86 0.06 0. 16 4.42 1. 86 0.09 3 0.16 4.42 1.86 0.09 0.14 4.42 1.86 0.08 4 0.20 4 .42 2.68 0.08 LOAD ID 21 : Dead-Collatera112.02AT ANALYSIS: Chear(k ) - Morrent (£-k ) --- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lao Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0 .02 0 .00 0.00 0. 67 0.02 1 0.06 -0.19 -0.23 0.02 -0.07 3.12 0.95 1.37 2 0.61 0.46 -0.45 -0.54 1.37 0.30 -1.20 8.45 0.19 0.85 3 3. 14 0.11 -0.12 -0.16 0.85 0.68 0.35 7.41 0.74 1.02 4 0.63 0.48 -0.50 1 .02 -0 .09 -1 .72 8.72 0.02 RExt 0. 24 0.00 0.02 0.00 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UT Loc Calc Limit UC Loc UC Calc Limit 1.90 ANALYSIS: Shear(k ) - Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Los Lap Sup LExt 0.00 -0.02 0.00 0.00 0. 67 0.02 1 0.12 -0.13 -0.16 0.02 -0.40 6.74 0.04 0.33 2 0.11 0.08 -0.15 -0.18 0.33 0.14 -0.03 6.23 0.63 0.85 3 0.50 0.40 -0.51 -0.65 0.85 0.25 -0.89 6.95 0.90 2.06 4 0. 69 0.55 -0.43 2.06 0.82 -1.29 9. 65 0.02 RExt 0.04 0.00 0.02 0.00 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit OC Loc Calc Limit UC Los UC Calc Limit LExt RSup -0.02 7 .33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 0.00 1 RLap -0.13 7.33 0. 02 MidS -0.40 6.14 0.07 RSup 0. 03 -0. 01 0.78 2 RLap -0.15 2.44 0.06 RLap 0.63 3.84 0.16 RLap 0.14 0.04 0.80 3 RLap -0.51 2.44 0.21 MidS -0.69 3.63 0.24 RLap 0.28 -0.10 0.80 4 LLap 0.55 7.33 0.08 MidS -1.29 6.14 0.21 LSup 0.17 -0.10 0.78 RExt LSup 0.04 7.33 0.01 LSup 0.02 6.23 0.00 LSup 0.00 0.03 CNBRACED LENGTH: Bay Major Minor(ft)-- Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLao MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2 .30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 13.3 0.0 0.0 0.3 2.0 1.14 1.00 1.00 1.68 1 .59 1.00 1.00 1 .00 1.00 0.12 2 16.0 2.0 2 .6 0.0 6.8 1.3 1.34 1 .90 1.00 2.06 1.12 0.42 0.00 1.00 0.00 0.74 3 16.0 1 .3 0.6 0.0 2.1 2.0 1 .42 1.70 1.00 1.75 1.31 0.29 0. 00 1.00 0. 00 0. 44 4 15.7 2.0 1.7 0.0 0.0 12.0 1.34 1.73 1.00 1.00 1. 14 0.40 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2 .30 1.00 1.00 1.00 1.00 1.00 LA? BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) ---- ----Right Lap ('s ) --- Id Calc Shear Bear DC Gale Shear Bear UC 1 0.05 4.42 2.68 0 .02 2 0.03 4.42 1.86 0.02 0.16 4 .42 1.86 0.09 3 0.16 4.42 1.86 0.09 0.21 4.42 1 .86 0.11 4 0.30 4.42 2. 68 0.11 LOAD ID 20 : Dead-Collateral+2.0FAT LL 4 ANALYSIS: Shear (k ) - Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Los Lap Sup LExt 0.00 -0.04 3.00 0.00 0. 67 0.02 1 0.50 -0.48 -0. 63 0.02 -1.72 6.94 -0.09 1.02 189 Bay Left Lap(k ) Right Lap(k ) ---- Id Cale Shear Bear DC Cale Shear Bear CC 0.30 4.42 2.68 0.11 2 0.21 4.42 1.86 0.11 0.16 4.42 1.86 0.09 3 0.16 4 .42 1 .86 0.09 0.03 4.42 1.86 0.02 4 0.05 4. 42 2. 68 0.02 LOAD ID 18 : Dead+Collateral+2.OPAT LL_2 ANALYSIS: Shear(k ) Monent(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap S'up Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.00 0.00 0.67 0.02 1 0.08 -0.18 -0.21 0.02 -0.14 4.08 0.71 1.09 2 0.53 0.39 -0.52 -0. 62 1.09 0.17 -0.89 7.42 1.00 1.76 3 0. 62 0.52 -0.39 -0.53 1 .76 1.00 -0.89 8.58 0.17 1 .09 4 0.21 C .18 -0.08 1.09 0.71 -0.14 11.58 0.02 RExt 0.02 0.00 0.02 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) ---- Moment (f-k ) -Mom+Shr- Deflect(-n) Id Los Calc Limit UC Loc Calc Limit UC 'Lou UC Calc Limit LExu RSup -0.02 7 .33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 -0.01 I RLap -0.18 7.33 0.02 RLap 0.71 6.45 0.11 RLap 0.10 0.05 0.78 2 RLap -0.52 2.44 0.21 RLap 1.00 4.01 0.25 RLap 0.30 -0. 10 0.80 3 LLap 0.52 2.44 0.21 LLap 1.00 4 .01 0.25 LLap 0.30 -0.10 0.80 4 LLap 0.18 7.33 0.02 RLap 0.71 6.45 0.11 LLap 0.10 C.05 0.78 RExt LSup 0. 02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 0.00 -0.01 UNBRACED LENGTH: Bay Major - Minor (ft) - Cb - Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1 .3 1.3 1 .3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1_00 1.00 1.00 1 15.7 8.0 0.0 0.0 5.7 2 .0 1.14 1.00 1.00 1 .89 1.17 1.00 1 .00 1.00 C.00 0. 64 2 16.0 2 .0 0.5 0.0 2.3 1.3 1.56 1. 69 1.00 1.76 1.22 0.15 0.00 1.00 0.00 0.57 3 16.0 1.3 2.3 0.0 0.5 2 .0 1.22 1.76 1.00 1 . 69 1.56 0.57 0.0C 1.00 0.00 0. 15 4 15.7 2 .0 5.7 0.0 0.0 8 .0 1 .17 1.89 1.00 1 .00 1 .14 0.64 0.00 1.00 1.00 1 .00 RExt 1.3 1 .3 1.3 1 .3 1 .3 1.3 2.30 2.30 2.30 2.3C 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEAR:NG: Bolt = 0.500 (A325 ) Bay Left Lap(k )---- Right Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.16 4.42 2. 68 0.06 2 0.11 4.42 1.86 0.06 0.33 4.42 1 .86 0.18 3 0.33 4.42 1.86 0.18 0.11 4.42 1.86 0.06 4 0. 16 4.42 2. 68 0.06 LOAD ID 19 : Head=Col1atera1+2.0PAT LL 3 188 1 15.7 12.3 0.0 0.0 1.3 2.0 1.14 1.03 1.00 1.71 1.38 0.00 1.00 1.00 0.00 0.35 2 16.0 2 .0 2.1 0.0 2.1 1.3 1 .32 1 .77 1.00 1.77 1.23 0.43 0.00 1 .00 0 .00 0 .54 3 16.0 1.3 1 .9 0.0 1.2 2.0 1.25 1.75 1.00 1.72 1.41 0.52 0 .00 1.00 0.00 0.31 4 15.7 2.0 2.6 0.0 0.0 0.3 1.27 1.76 1.00 1.00 1.68 0.49 0.00 1.00 1.00 0.00 RExt 1.3 1 .3 1.3 1.3 1 .3 1.3 2 .29 2 .29 2.29 2.29 2.29 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.46 4.42 2.68 0.17 2 0.32 4.42 1.86 0.17 0.47 4.42 1.86 0.25 3 0.47 4.42 1.86 0.25 0.26 4.42 1.86 0.14 4 0.37 4 .42 2.68 0.14 LOAD ID 17 : Dead+Collateral+2.0PAT LL 1 ANALYSIS: Shear (k )------- Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.04 0.00 0.00 0.67 0.02 1 0.43 -0.55 -0.69 0.02 -1 .29 6.02 0.82 2.06 2 0.65 0.51 -0.40 -0.50 2.06 0. 90 -0.89 9.05 0.25 0.85 3 0.18 0. 15 -0.08 -0.11 0.85 0. 63 -0.03 9.77 0.14 0.33 4 0.16 0.13 -0 . 12 0.33 0 .04 -0.40 8.93 0.02 RExt 0.02 0.00 0.02 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k )----- Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit OC Loc UC Calc Limit LExt RSup -0.04 7.33 0.01 RSup 0.02 6.23 0.00 LSup 0 .00 0.03 1 RLap -0.55 7.33 0.08 MidS -1.29 6.14 0.21 RSup 0.17 -0.10 0.78 2 LLap 0.51 2.44 0.21 MidS -0.89 3.63 0.24 LLap 0.28 -C. 10 0.80 3 LLap 0.15 2.44 0.06 LLap 0.63 3.84 0.16 LLap 0.14 C.04 0.80 4 LLap 0.13 7.33 0.02 MidS -0.40 6.14 0.07 LSup 0.03 -0.01 0.78 RExt LSup 0.02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 0.00 0.00 UNBRACED LENGTH: Bay Major Minor(ft) - Cb Moml/Mom2----- Id (ft) LSup :Lap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2 .30 2.30 1.00 1.00 1.00 1.0C 1.00 1 15.7 12 .0 0.0 0.0 1.7 2 .0 1.14 1.00 1.00 1.73 1.34 1.00 1.00 1 .00 0.00 0.40 2 16.0 2.0 2.1 0.0 0.6 1.3 1.31 1.75 1.00 1.70 1.42 0.44 0.00 1.00 0.00 0.29 3 16.0 1.3 6.8 0.0 2.6 2.0 1.12 2.06 1.00 1.90 1.34 0 .74 0.00 1.00 0.00 0.42 4 15.7 2.0 0.3 0.0 0.0 13.3 1.59 1.68 1 .00 1.00 1.14 0.12 1 .00 1 .00 1.00 1 .00 RExt 1.3 1.3 1.3 1.3 1 .3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1 .00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) 187 3 RLap -0.77 2.44 0.32 RLap 1.36 4.01 0.34 RLap 0.42 -0.09 0.80 4 LLap 0.90 7.33 0.12 MidS -2.26 6.14 0.37 LSup 0.26 -0.21 0.78 RExt LSup 0. 16 7.33 0.02 LSup 0.11 6.79 0.02 ;.Sup 0.03 0.07 UNBRACED LENGTH: Bay Major -------Minor(ft) Cb - Moml/Mon2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1.3 1.3 1 .3 2 .29 2.29 2.29 2 .29 2.29 0.00 0.00 0.00 0.00 0.00 1 15.7 0 .3 0.0 0.0 2.6 2.0 1. 68 1.00 1.00 1 .76 1.27 0.00 1.00 1.00 0.00 0.49 2 16.0 2.0 1 .2 0.0 1.9 1 .3 1.41 1.72 1.00 1.75 1.25 0.31 0.00 2 .00 0.00 0.52 3 16.0 1.3 2 .1 0 .0 2 .1 2.0 1 .23 1.77 1.00 1 .77 1.32 0.54 0 .00 1.00 0.00 0 .43 4 15.7 2.0 1.3Ci0 00.0 12 .3 1.38 1.71 1.00 1 .00 1.14 0.35 0.00 1.00 1.00 0.00 RExt 1 .3 1.3 1 .3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 0. 00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Boit = 0.500 (A325 ) Bay Left Lap(k ) Right Lap(k ) ---- Id Calc Shear Bear OC Calc Shear Bear UC 1 0.37 4.42 2. 68 0.14 2 0.26 4 .42 1.86 0.14 0.47 4 .42 1.86 0.25 3 0.47 4 .42 1.86 0.25 0.32 4.42 1 .86 0.17 4 0.46 4.42 2. 68 0.17 LOAD ID 16 : Dead-Collateral+Snow-PAT SL2 ANALYSIS: Shear (k ) - Moment (f-k )- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lan Mom Lot Lap Sup LExc 0.00 -0.' 6 0.00 0.03 0. 67 0. 11 1 0.76 -0.90 -1 .15 0.11 -2.26 6.24 1.10 3.15 2 1.01 0.77 -0.77 -0.93 3.15 1 .36 -1 .08 8.34 1.36 2.49 3 0. 97 0.81 -0. 73 -0.97 2.49 1 .30 -1 .41 8 .00 0 .78 2 .48 4 0.70 0. 56 -0.40 2.48 1.22 -1.02 10.00 0. 10 RExt 0.14 0.00 0.10 0.03 0. 67 0.00 STRENGTH/.DEFLECT=ON: Bay ----Shear(k ) Moment (f-3 ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Gals Limit UC Loc UC Calc Limit LExt RSup -0.16 7.33 0.02 RSup 0.11 6.79 0.02 RSup 0.03 0.07 1 RLap -0.90 7.33 0.12 MidS -2.26 6. 14 0.37 RSup 0.26 -0.21 0.78 2 LLap 0. 77 2.44 0.32 LLap 1.36 4 .01 0.34 LLap 0.42 -0.09 0.80 3 LLap 0.81 2.44 0.33 MidS -1.41 3.63 0.39 LLap 0.43 -0.17 0.80 4 LLap 0.56 7.33 0.08 LSup 1.46 7.48 0.20 LSup 0.20 -0.05 0.78 RExt ',Sup 0.14 7.33 0.02 LSup 0.10 6.79 0.02 LSup 0.02 0.02 UNBRACED LENGTH: Bay Major Minor(ft) Cb - Mom1/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2 .30 2.30 2.30 2 .30 0.00 0.00 0.00 0.00 0.00 186 RExt 0.11 0.00 0.06 0.02 0.6? 0.02 STRENGTH/DEFLECTION: Bay Shear (k ) Moment (f-k ) -Mom-Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.09 7.33 0.01 RSup 0.06 6.23 0.01 LSup 0 .00 0.03 RLap -0.53 7.33 0.07 MidS -1.26 6.14 0.21 RSup 0.16 -0.10 0.78 2 LLap 0.47 2 .44 0.19 LLap 0.83 4 .01 0.21 LLap 0.26 -0.07 0.80 3 RLap -0.51 2.44 0.21 RLap 1.41 3.94 0.36 RLap 0.36 0.01 0.80 4 LLap 0.87 7.33 0.12 MidS -2.52 6.14 0.41 LSup 0.22 -0.26 0.78 RExt LSup 0.11 7.33 0.01 LSup 0.06 6.23 0.01 LSup 0.02 0.08 UNBRACED LENGTH: Bay Major Minor (ft) -Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup :Sup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1.00 1.00 1 15.7 12.2 0.0 0.0 1.5 2.0 1.14 1.00 1.00 1.72 1.36 1.00 1 .00 1.00 0.00 0.37 2 16.0 2 .0 2 .1 0.0 1.4 1.3 1.31 1.76 1.00 1.73 1.30 0.43 0.00 1.00 0.00 0.45 3 16.0 1 .3 1.8 0.0 3.7 2.0 1.27 1 .77 1.00 1.85 1.23 0.50 0.00 1.00 0.00 0.55 4 15.7 2.0 0.7 0.0 0.0 13.0 1.48 1. 69 1 .00 1.00 1 .14 0.23 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 ' .3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) Right_Lap (k )--- Id Calc Shear Bear UC Calc Shear Bear 00 1 0.28 4.42 2.68 0. 10 2 0.20 4.42 1.86 0.11 0.21 4.42 1.86 0.11 3 0.21 4.42 1.86 0.11 0.26 4.42 1.86 0.14 4 0.38 4.42 2.68 0.14 LOAD ID 15 : Dead+Collateral+Snow-PAT SL 1 ANALYSIS: Shear (k ) -- ----------Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.14 0 .00 0.03 0. 67 0.10 1 0.40 -2.56 -0.70 0.10 -1 .02 5.66 1.22 2.48 2 0.97 0.73 -0.81 -0.97 2.48 0.78 -1.41 8.20 1.30 2.49 3 0.93 0.77 -0.77 -1.01 2.49 1 .36 -1.08 7.66 1 .36 3.15 4 1.15 0. 90 -0.76 3.15 1 .10 -2.26 9.43 0.11 RExt 0.16 0.00 0.11 2.03 0.67 0.20 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k )---- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit DC Los UC Calc Limit LExt RSup -0.14 7.33 0.02 RSup 0.10 6.79 0.02 RSup 0.02 0.02 1 RLap -0.56 7.33 0.08 RSup 1.46 7 .48 0.20 RSup 0.20 -0.05 0.78 2 RLap -0.81 2.44 0.33 MidS -1.41 3. 63 0.39 RLap 0.43 -0. 17 0.80 185 ------Shear(k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.11 0.00 0. 02 0.67 0.06 1 0.79 -0.87 -1 .11 0 .06 -2.52 6.52 0.59 2.57 2 0. 65 0.51 -0.38 -0.47 2.57 1.41 -0.45 9.29 0.56 1.13 3 0.51 0.42 -0.47 -0. 61 1.13 0.31 -C.74 7.30 0.83 1.91 4 0.67 0.53 -0.43 1.91 0.71 -1.26 9.52 0.06 RExt 0.09 0.00 0.06 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) ---Moment(f-k ) -Mom+Shr- Def_ect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0. 11 7.33 0.01 RSup 0.06 6.23 0.01 RSup 0.02 0.08 1 RLap -0.87 7.33 0.12 MidS -2 .52 6.14 0.41 RSup 0.22 -0.26 0.78 2 LLap 0.51 2.44 0.21 LLap 1.41 3.94 0.36 clap 0.36 0.01 0.80 3 RLap -0.47 2.44 0.19 RLap 0.83 4.01 0.21 RLap 0.26 -0.07 0.80 4 LLap 0 .53 7 .33 0 .07 MidS -1.26 6.14 0 .21 LSup 0 .16 -0 .10 0.78 RExt LSup 0 .09 7.33 0.01 LSup 0. 06 6.23 0.01 LSup 0.00 0.03 UNBRACED LENGTH: Bay Major Minor (ft) Cb - Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1 .3 1 .3 1 .3 1 .3 2 .30 2 .3C 2.30 2 .30 2 .30 1 .00 1 .00 1 .00 1.00 1 .00 1 15.7 13. 0 0.0 0.0 0.7 2.0 1.14 1.00 1.00 1.69 1.48 1.00 1.00 1.00 0.00 0.23 2 16.0 2. 0 3.7 0.0 1 .8 1 .3 1.23 1.85 1.00 1 .77 1 .27 0.55 0.00 1.00 C.00 0.50 3 16.0 1 .3 1.4 0.0 2. 1 2. 0 1.30 1.73 1.00 1.76 1.31 0.45 0.00 1 .00 0.00 0.43 4 15.7 2 . 0 1.5 0.0 0.0 12.2 1.36 1.72 1 .00 1.00 1.14 0.37 0.00 1.00 1 .00 1.00 RExt 1.3 1.3 1 .3 1.3 1.3 1.3 2.30 2.30 2.30 2.33 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap ('k ) Right Lan(k )---- Id ---Id Calc Shear Bear CC Calc Shear Bear UC 0.38 4.42 2.68 0.14 2 0.266 4.42 1.86 0.14 0 .21 4.42 1 .86 0 .11 3 0.21 4 .42 1.86 0.11 0.20 4 .42 1.86 0.11 4 0.28 4.42 2 .68 0.10 LOAD ID 14 : Dead+Collateral+Snow/2+PAS SL 2 ANALYSIS: Shear(k ) - Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.09 0.00 C.02 0.67 0.06 1 0.43 -0.53 -0. 67 0.06 -1.26 6.15 0.71 1.91 2 0.61 3.47 -0 .42 -0 .51 1.91 0 .83 -0 .74 8 .70 0.51 1 .13 3 0.47 0.38 -0.51 -0. 65 1.13 0.56 -0.45 6.71 1 .41 2.57 4 1 . 11 0.87 -0.79 2.57 0.59 -2 .52 9.15 0.06 184 1 0.36 4.42 2.68 0.13 2 0.25 4.42 1.86 0.13 0.50 4.42 1.86 9.27 3 0.50 4 .42 1.86 0.27 0.25 4.42 1 .86 0.13 4 0.36 4.42 2.68 0.13 LOAD ID 12 : Dead+Collateral+Snow/2+PAT SL 5 ANALYSIS: Shear ('k ) - -----------Moment(f-k ) - - Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.09 0.00 0.02 0.67 0.06 1 0.44 -0.51 -0.65 0.06 -1.35 6.34 C.53 1.70 2 0.55 0.41 -0.47 -0.57 1.70 0.73 -0.49 7.90 1.11 1.81 3 0.88 0.71 -C.83 -1.07 1.81 0.75 -1.34 7.20 1.47 3.37 4 1.16 0.92 -0.74 3.37 1.28 -2 .20 9.57 3.06 RExt 0.11 0.00 0.06 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom-Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.09 7 .33 0.01 RSup 0.06 6.23 0.01 LSup 0.00 0.03 1 RLap -0.51 7.33 0.07 MidS -1.35 6.14 0.22 RSup 0.14 -0.11 0.78 2 RLap -0.47 2.44 0.19 Riap 1 .11 3. 99 0.28 RLap 0.30 -0.01 0.80 3 RLap -0. 83 2.44 0.34 MidS -1.34 3. 63 0. 37 RLap 0.45 -0.15 0. 80 4 LLap 0.92 7 .33 0.13 MidS -2.20 6.14 0.36 LSup 0.28 -0.19 0.78 RExt LSup 0.11 7.33 0.01 LSup 0. 06 6.23 0.01 LSup 0.02 0.06 ONBRACED LENGTH: Bay Major Minor(ft) Cb - Mom=/yom2 Id (ft) LSup LLap MidS RLao RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.3C 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.5 0.0 0.0 1.1 2 .0 1.14 1 .00 1.00 1.71 1.41 1.00 1 .30 1.00 0 .00 0.31 2 16.0 2.0 2 .2 0.0 3.0 1.3 1.32 1.78 1.00 1 .82 1.19 0.43 0.00 1.00 0.00 0.62 3 16.0 1.3 1.2 0.0 2.1 2.0 1.32 1.72 1 .00 1.76 1.31 0.41 0.00 1.00 0.00 0.44 4 15.7 2.0 1. 6 0.0 0.0 12.1 1.35 1.72 1.00 1.00 1.14 0.38 D.00 1.00 1.00 1.00 RExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.33 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 0.25 4. 42 2. 68 0.29 2 0.17 4.42 1 .86 0.09 0 .34 4.42 1 .86 0.18 3 0.34 4.42 1.86 0.18 0.35 4.42 1.86 0.19 4 0.50 4.42 2. 68 0.18 LOAD ID 13 : Dead*Collateral+Stow/2-?A^ Si ' ANALYSIS: 183 4 15.7 2.0 1. _ 0.0 0.0 12.5 1 .41 1.71 1.00 1.00 1.14 0.31 0.00 1.00 1.00 1 .00 RExt 1.3 1 .3 1 .3 1.3 1.3 1.3 2.30 2. 30 2.30 2.30 2 .30 1 .00 1.0C 1 .00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.50C (A325 ) Bay Left Lap (k ) Right Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.50 4.42 2. 68 0.18 2 0.35 4 .42 1.86 0.19 0.34 4.42 1.86 0. 18 3 0.34 4. 42 1.86 0.18 0.17 4.42 1 .86 0.09 4 C.25 4.42 2. 68 0.09 LOAD ID 11 : Dead-Colla'_eral+Snow/2+PAT SL 4 ANALYSIS: Shear(k ) - - Moment(f-k Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.09 0.00 0.02 0.67 0.06 1 0 .40 -0 .56 -0 .70 0 .06 -1 .06 3 .67 1 .17 2 .43 2 0. 96 0.71 -0.83 -0. 99 2.43 0.76 -1.34 7.87 1 .47 2. 68 3 0.99 0.83 -0.71 -0.96 2. 68 1.47 -1.34 8.13 0.76 2.43 4 0.70 0.56 -0.40 2.43 1.17 -1.06 10.00 0.06 RExt 0.09 0.0C 0.06 0.02 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) ---- Moment(`-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Gals Limit LExt RSup -0. 09 7.33 0.01 RSup 0. 06 6.23 0.01 LSup 0.00 0. 02 1 RLap -0.56 7.33 0.08 RSup 1.43 7.48 0.19 RSup 0.20 -0.05 0.78 2 RLap -0. 83 2.44 0.34 MidS -1.34 3. 63 0.37 RLap 0.45 -0.15 0.80 3 LLap 0. 83 2.44 0.34 MidS -1.34 3.63 0.37 LLap 0.45 -0.15 0.80 4 LLap 0.56 7.33 0.08 LSup 1.43 7.4E 0. 19 LSup 0.20 -0.05 0.78 RExt LSup 0. 09 7.33 0.01 LSup 0.06 6.23 0.01 LSup 0.00 0.02 UNBRACED LENGTH: Bay Major Minor (ft)- Cb _Nom_/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1 .3 1 .3 1 .3 1.3 _ 2 .30 2 .30 2 .30 2 .30 2 .30 1 .00 1 .00 1 .00 1 .00 1 .00 � 3 1 15.7 11 .2 0.0 0.0 2.5 2 .0 1.14 1.00 1 .00 1.76 1.28 1 .00 1.00 1.00 0.00 0.48 2 16.0 2 .0 1.2 0.0 2.1 1.3 1.41 1.72 1.00 1.76 1.23 0.31 0.00 1.00 0.00 0.55 3 16.0 1.3 2. 1 0.0 1 .2 2 .0 1.23 1.76 1.00 1.72 1.41 0.55 0.00 1.00 0.00 0.31 4 15.7 2.0 2.5 0.0 0.0 11 .2 1.28 1.76 1.00 1.00 1.14 0 .48 0 .00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SPEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k )---- Right Lap (c ) ---- Id Calc Shear Bear UC Calc Shear Bear UC 182 UNBRACED LENGTH: Bay Major Minor (ft) Cb Mom1/Mom2 - Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 0.0 0.0 0.0 0.0 2.30 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1 15.7 0.0 12.3 12.3 0.0 0.0 1.08 1.13 1.13 1.00 1.00 1.00-0.05-0.05 1.00 1.00 2 16.0 0.0 0.0 8. 6 0.0 0.0 1.00 1.00 1.14 1.03 1.00 1.00 1.00 1.00 1.00 1.00 3 16.0 0.0 0.0 8 .6 0.0 0.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 15.7 0.0 0.0 12.3 12.3 0.0 1 .00 1.00 1.13 1.13 1.00 1.00 1.00-0.05-0.05 1.00 RExt 1.3 0.0 0.0 0.0 0.0 1.3 1.00 1.00 1.00 1.00 2.30 1.00 1.00 1.00 1.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay --Left_Lap(k ) Right_Lap(k )--- Id Gals Shear Bear UC Calc Shear Bear CC 1 0.27 4 .42 2. 68 0.10 2 0.19 4.42 1.86 0.10 0.23 4.42 1.86 0.12 3 0.23 4. 42 1. 86 0.12 0. 19 4. 42 1. 86 0.10 4 0.27 4.42 2.68 0.10 LOAD ID 10 : Dead+Collateral+Snow/2+PAT SL 3 ANALYSIS: -Shear(k ) -Moment (f_-k ) - Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.11 0.00 0.02 0.67 0.06 1 0.74 -0. 92 -1.16 0.06 -2.20 6.10 1.28 3.37 2 1.07 0. 83 -0.71 -0.88 3.37 1.47 -1.34 8.80 0.75 1.81 3 0.57 0.47 -0.41 -0.55 1.81 1.11 -0.49 8.10 0.73 1.70 4 0.65 0.51 -0.44 1 .70 0.53 -1.35 9.33 0.06 RExt 0.09 0.30 0.06 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay - Shear(k ) - -----Moment (f-k ) -Mom*Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Los UC Calc Limit LExt RSup -0.11 7.33 0.01 RSup 0.06 6.23 0.01 RSup 0.02 0.06 RIap -0. 92 7.33 0. 13 MidS -2.20 6. 14 0.36 RSup 0.28 -0. 19 0.78 2 LLap 0.83 2.44 0.34 MidS -1.34 3. 63 0.37 LLap 0.45 -0.15 0.80 3 LLap 0.47 2.44 0.19 LLap 1.11 3.99 0.28 LLap 0.30 -0.01 0.80 4 LLap 0.51 7.33 0.07 MidS -1.356.14 0.22 LSup 0.14 -0.11 0.78 RExt LSup 0.09 7.33 0.01 LSup 0. 06 6.23 0. 01 LSup 0. 00 0.03 UNBRACED LENGTH: Say Major Minor (f4) Cb - ------Moml/Mom2 - Id (ft) LSup LLap MidS Reap RSup LSup LLap MidS RLap RSup 1Sup LLap MidS RLap RSup LExt 1.3 1.3 1 .3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.33 1 .00 1.00 1.00 1.00 1 .00 1 15.7 12.1 0.0 0.0 1. 6 2.0 1.14 1.00 1.00 1.72 1 .35 1.00 1.00 1.00 0.00 0.38 2 16.0 2.0 2.1 0.0 1.2 1.3 1.31 1.75 1.00 1.72 1.32 0.44 0.00 1.00 0.00 0.41 3 16.0 1.3 3.0 0.0 2.2 2.0 1 .19 1 .82 1.00 1.78 1.32 0.62 0.00 1.00 0.00 0.43 181 Bay Shear(k ) ----Moment(f-3 ) -M.om4Shr- Deflect(in) Id Loc Calc limit OC Loc Gals Limit UC Lao UC Calc Limit LExt RSup -0.06 7.33 0.01 RSup 0.04 6.23 0.01 LSup 0.00 0.04 1 RLap 7.33 0.08 MidS -1 .50 6. 14 0.24 RSup 0.18 -0.13 0.78 2 LLap 0 .52 2. 44 0.21 LLap 0. 93 4.01 0.23 LLap 0.29 -0.07 0.80 3 RLap -0.52 2.44 0.21 RLap 0.93 4.01 0.23 RLap 0.29 -0.07 0.80 4 LLap 0 . 60 7.33 0.08 MidS -1.50 6. 14 0.24 LSup 0.18 -0.13 0.78 RExt LSup 0.06 7.33 0.01 LSup 0.04 6.23 0.01 LSup 0.00 0 .04 UNRRACSD LENGTH: Bay Major Minor(ft) -Cb - Mom1/Mom2- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1 .00 1 .72 1.37 1.00 1.00 1.00 0.00 0.36 2 16.0 2. 0 2.1 0.0 1 .8 1. 3 1.31 1.76 1.00 1 .75 1.25 0.43 0.00 1 .00 0.00 0.51 3 16.8 1.3 1 .8 0 .0 2 .1 2.0 1 .25 1 .75 1 .00 1.76 1.31 0 .51 0.00 1.00 0.00 0.43 4 15.7 2 .0 1.4 0.0 0.0 12.3 1.37 1.72 1 .00 1 .00 1.14 0.36 0.00 1.00 1.00 1 .00 RExt 1.3 1.3 1.3 1 .3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/SEARING: Bolt = 0.500 (A325 ) Bay Left Lap (k ) Right Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.31 4.42 2.68 0.12 2 0.22 4.42 1 .86 0.12 0.28 4 .42 1.86 0.15 3 0.26 4.42 1.86 0.15 0.22 4.42 1.86 0.12 3 4 0.31 4 .42 2. 68 2. 12 LOAD ID 9 : 0. 6Dead4Wind Suctionl ANALYSIS: Shear (k ) Moment ('_-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lao Mom Loc Lap Sup LExt 0.00 0. 17 0.00 -0.02 0.67 -0.12 1 -0.56 0.52 0.65 -0.10 1.36 6.00 -0. 65 -1.62 2 -0 .57 -0 .44 0 .41 0 .50 -1 .82 -0.81 0 .62 8 .55 -0 .63 -1.23 3 -0.50 -0.41 0 .44 0.57 -1.23 -0. 63 0.62 7.45 -0.81 -1.82 4 -0. 65 -0 .52 0.56 -1.82 -0.65 1.36 9. 67 -0.40 RExt -0.17 0.00 -0.10 -0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Loc Galt- Limit UC Loc Calc Limit UC Lo_ CC Gals Limit LExt RSup 0. 17 7.33 0.02 RSup -0.10 6.14 0.02 RSup 0.03 -0.05 1 LSup -0.56 7 .33 0.08 MidS 1 .36 5.23 0.26 RSup 0.15 0.17 0.78 2 LLap -0.44 2.44 0.16 LLap -0 .81 3.63 0.22 LLap 0.24 0.07 0.80 3 RLap 0.44 2.44 0.18 RLap -0.81 3.63 0.22 RLap 0.24 0.07 0.80 4 RSup 0.56 7.33 0.08 MidS 1.36 5.23 0.26 LSup 0.15 0.17 0.78 RExt LSup -0.17 7.33 0.02 :Sup -0.10 6.14 0.02 LSup 0.03 -0.05 180 LExt 0.00 -0.06 0.00 0 .01 0.67 0.04 1 0.50 -0.60 -0.77 0.04 -1.50 6.18 0.76 2.13 2 0.68 0.52 -0.50 -0.61 2. 13 0.93 -0.76 8.48 0.78 1.52 3 0.61 0.50 -0.52 -0.68 1.52 0.78 -0.76 7 .52 0.93 2.13 4 2. 77 0. 60 -0. 50 2.13 0. 76 -1.50 9. 49 0. 04 RExt 0.06 0.00 0.04 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k )---- Moment (f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calm Limit LExt RSup -00. 06 7. 33 0. 01 RSup 0. 04 6.23 0. 01 LSup 0. 00 0. 04 I RLap -0.60 7.33 0.08 MidS -1.50 6.14 0.24 RSup 0.18 -0.13 0.78 2 LLap 0.52 2.44 0.21 LLap 0. 93 4.01 0.23 LLap 0.29 -0.07 0.80 3 RLap -0.52 2.44 0.21 RLap 0. 93 4.01 0.23 RLap 0.29 -0.07 0.80 4 LLap 0.60 7.33 0.08 MidS -1 .50 6.14 0.24 LSup 0.18 -0.13 0.78 RExt LSup 0.06 7.33 0.01 LSup 0.04 6.23 0.01 LSup 0.00 0.04 EMBRACED LENGTH: Bay Major Minor (ft) - Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1 .4 2.0 1. 14 1 .00 1.00 1.72 1.37 1.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1 .3 1 .31 1.76 1.00 1 .75 1.25 0.43 0.00 1.00 0.00 0 .51 3 16. 0 1.3 1.8 0.0 2. 1 2. 0 1 .25 1. 75 1.00 1. 76 1.31 0.51 0. 00 1. 00 0. 00 0. 43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap (k ) Right Lap(k )--- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.31 4 .42 2. 68 0.12 2 0.22 4.42 1 .86 0.12 0.28 4.42 1.86 0.15 3 0.28 4.42 1.86 0.15 0.22 4.42 1.86 0.12 4 0.31 4 .42 2. 68 0.12 LOAD ID 8 : 0.8Dead+0.8Collateral+0.33Scow+1.07Wind Pressure1-0.33S1ide ANALYSIS: Shear(k ) Momen_ (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup lap Mom Loc Lap Sup LExt 0.00 -0 .06 0.00 0.01 0.67 0.04 1 0.50 -0.60 -0.77 0 .34 -1.50 6.18 0.76 2.13 2 0.68 0.52 -0.50 -0. 61 2.13 0.93 -0 .76 8.48 0.78 1 .52 3 0. 61 0 .50 -0.52 -0 .68 1.52 0.78 -0.76 7 .52 0.93 2.13 4 0.77 0.60 -0.50 2 .13 0.76 -1.50 9.49 0.04 RExt 0.06 0. 00 0. 04 0. 01 0. 67 0. 00 STRENGTH/DEFLECTION: 179 4 0.25 4. 42 2.68 0.09 LOAD ID 6 : 0.8Dead+0.8Collateral+0.S35now+1 .07Wind Pressurel ANALYSIS: Shear(k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt0.00 -0.06 0.00 0.01 C. 67 0.04 1 0.50 -0. 60 -0.77 0.04 -1.50 6.18 0.76 2.1.3 2 0.68 0.52 -0 .50 -0.61 2.13 0.93 -0.76 8.48 0.78 1.52 3 0. 61 0.50 -0.52 -0. 68 1.52 0.78 -0.76 7.52 0.93 2.13 4 0.77 0.60 -0.50 2.13 0.76 -1.50 9.49 0.04 RExt 0.06 0.00 C.04 0.01 0.67 C.00 STRENGTH/DEFLECTION: Bay Shear (X ) ----Moment(f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit 7C Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0 .06 7.33 0.01 RSup 0.04 6.23 0.01 LSup 0.00 0.04 1 RLap -0. 60 7.33 0.08 MidS -1 .50 6.14 0.24 RSup 0.18 -0.13 0.78 2 LLap 0.52 2 .44 0.21 Liar 0.93 4.01 0.23 LLap 0.29 -0.07 0.80 3 RLap -0.52 2.44 0.21 RLap 0.93 4.01 0.23 RLap 0.29 -0.07 0.80 4 Slap 0 .60 7.33 0.08 MidS -1.50 6.14 0.24 LSup 0.18 -0. 13 0.78 RExt LSup 0 .06 7 .33 0 .01 LSup 3.04 6.23 0.01 LSup 0 .00 0 .04 UNBRACED LENGTH: Bay Major Minor (ft) Cb Monl/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 13.7 12.3 0 .3 0 .0 1 .4 2.0 1.14 1 .00 1 .00 1 .72 1 .37 1.00 1.00 1.00 0 .00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.51 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1 .00 1.76 1 .31 0.51 0.00 1 .00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1 .00 1.00 1. 14 0.36 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0 .500 (A325 ) Bay Left lap(); ) Right Lap(k 1 -- Id Calc Shear Bear UC Calc Shear Bear UC 0.31 4 .42 2 .68 0.12 2 0.22 4 .42 1 .86 0.12 0.28 4.42 1.86 0.15 3 0 .28 4 .42 1 .86 0.15 3.22 4 .42 1.86 0 .12 4 0.31 4.42 2. 69 0.12 LOAD ID 7 : 0.BDeadt0.8Collatera1+0.33Snow+1.07Wind Pressurel+0.33Snow D ANALYSIS: -------Shear(k ) - Moment (f ) Bay Left Left Right Right Left left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 178 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) Right Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.47 4.42 2. 68 0.18 2 0.33 4.42 1.86 0.18 0.43 4.42 1.86 0.23 3 0.43 4.42 1.86 0.23 0.33 4.42 1.86 0.18 4 0.47 4.42 2.68 0.18 LOAD ID 5 : 0.8Dead+0.8Collateral+0.331ive+1.07wind Pressurel ANALYSIS: --Shear (k ) -Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Los Lap Sup LExt 0. 00 -0. 04 0. 00 0. 01 0. 67 0.03 1 0.40 -0.48 -3.61 0.03 -1 .20 6.17 0. 61 1 .70 2 0.54 0.42 -0.40 -0.48 1.70 0.74 -0. 61 8.48 0.62 1.21 3 0.48 0.40 -0.42 -0.54 1.21 0.62 -0. 61 7.52 0.74 1.70 4 0. 61 0.48 -0.40 1 .70 0.61 -1.20 9.50 0.03 RExt 0.04 0.00 0.03 0.01 0.67 0.00 STRENGTH%DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Los Calc Limit UC Lou Calc Limit UC Loc UC Calc Limit LExt RSup -0.04 7 .33 0.01 RSup 0.03 6.23 0.00 LSup 0.00 0.03 1 RLap -0.48 7 .33 0.07 MidS -1.20 6.14 0.19 RSup 0. 14 -0.10 0.78 2 LLap 0.42 2.44 0.17 LLap 0.74 4.01 0.18 LLap 0.23 -0.05 0.80 3 RLap -0. 42 2. 44 0. 17 RLap 0.74 4. 01 0. 18 RLap C. 23 -0.05 0. 80 4 LLap 0.48 7.33 0.07 MidS -1.20 6.14 0.19 LSup C.14 -0.10 0.78 RExt LSup 0.04 7.33 0.01 LSup 0.03 6.23 0.00 LSup 0.00 0.03 UNBRACED LENGTH: Bay Major Minor(ft) Ch Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2 .30 2.30 2 .30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.3 0.0 0. 0 1.4 2.0 1. 14 1.00 1.00 1 .72 1.37 1.00 1.00 1.00 0.00 0.36 2 16.0 2 .0 2.1 0.0 1.8 1.3 1 .31 1.76 1.00 1.75 1 .25 0.44 0.00 1.00 0.00 0.51 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.51 0.00 1_00 0.00 0.44 4 15.7 2.0 1.4 0.0 0.0 12 .3 1.37 1 .72 1 .00 1.00 1.14 0.36 0.00 1.00 1.00 1 .00 RExt 1.3 1 .3 1.3 1 .3 1.3 1.3 2.30 2.30 2 .30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Le£t_Lap(k ) ----- RightLap(k ) ---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.25 4. 42 2. 68 0. 09 2 0 .18 4.42 1.86 0.09 0.23 4.42 1.86 0.12 3 0.23 4.42 1.86 0.12 0.18 4 .42 1.86 0.39 177 Id (ft) LSup LLap MidS RLap RSup LSup ILap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2 .30 2.3C 0.00 0.00 0.00 0.00 0.00 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16. 0 2.0 2.1 0.0 1.8 1.3 1 .31 1 .76 1.00 1.75 1.25 0.43 0.00 1. 00 0.00 0.52 3 16.0 1.3 1 .8 0.0 2.1 2.0 1.25 1.75 1.00 1 .76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1 .37 1.72 1 .00 1.00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Pay Left_Lap(k ) Right_Lap (k )---- Id Cali Shear Bear UC Calc Shear Bear 1.10 1 0.47 4 .42 2. 68 0.18 2 0.33 4.42 1.86 0.18 0.43 4 .42 1.86 0.23 3 0. 43 4.42 1 .86 0.23 0.33 4 .42 1 . 86 0.18 4 0.47 4.42 2.68 0.18 LOAD ID 4 : Dead+Collateral+Snow+Slide Snow ANALYSIS: Chear(k ) - - Moment(f-k ) Bay Left Left Riot Right Left Left MidSpac Richt Richt Id Sup Lap Lap Sup Sup -a_ Mom Loc Lap Sup LExt 0.00 -0.16 0.00 0.03 0. 67 0. 11 1 0.75 -0.91 -1.15 0.11 -2.23 6.21 1.15 3.21 2 1.03 0.79 -0.75 -0.92 3.21 1.39 -1.15 8.47 1 .18 2.30 3 0.92 0.75 -0 .79 -1.03 2.30 1.18 -1.15 7.53 1.39 3.21 4 1.15 0.91 -0.75 3.21 1.15 -2.23 9.46 0.11 RExt 0. 16 0.00 0.11 0.03 0. 67 0.00 STRENGTH/DEFLECTION: Bay - Shear(k ) Moment(f-k ) -Mom3Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.16 7.33 0.02 RSup 0. 11 6.79 0.02 RSup 0.03 0.06 1 RLap -0 . 91 7.33 0.12 MidS -2.23 6.14 0.36 RSup 0.27 -0.20 0.78 2 LLap 0.79 2.44 0. 32 LLap 1.39 4.01 0.35 LLap 0.43 -0.10 0. 80 3 RLap -0.79 2.44 0.32 RLap 1.39 4.01 0.35 RLap 0.43 -0.10 0.80 4 LLap 0.91 7.33 0.12 MidS -2.23 6.14 0.36 LSup 0.27 -0.20 0.78 RExt LSup 0.16 7.33 0.02 LSup C.11 6.79 C.02 LSuo 0.03 0.06 UNBRACED LENGTH: Bay Major Minor(fc) Cb - Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1 .3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0. 00 0.00 1 15.7 12 .3 0.000 1.4 2.0 1.14 1 .00 1.00 1.72 1 .37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1 .76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1 .8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2. 0 1.4 0.0 0.0 12.3 1.37 1.72 1 .00 1.00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0. 00 0.00 176 LExt RSup -0.1.6 7 .33 0.02 RSup 0.11 6.79 0.02 RSup 0.03 0.06 1 RLap -0. 91 7.33 0.12 MidS -2.23 6. 14 0.36 RSup 0.27 -0.20 0.78 2 LLap 0.79 2.44 0.32 LLap 1.39 4 .01 0.35 LLap 0.43 -0.10 0.80 3 RLap -0.79 2 .44 0.32 RLap 1.39 4.01 0.35 RLap 0.43 -0.10 0.80 4 LLap 0. 91 7 .33 0.12 MidS -2.23 6.:4 0.36 LSup 0.27 -0.20 0.78 RExt LSup 0.16 7.33 0. 02 LSup C. 11 6. 79 0. 02 LSup 0. 03 0. 06 UNBRACED LENGTH: Bay Major Minor(ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2 .3C 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15. 7 12. 3 0. 0 0.0 1. 4 2. 0 1. 14 1. 0C 1. 00 1. 72 1. 37 0. 00 1. 00 1. 00 0. 00 0. 36 2 16.0 2.0 2.1 0.0 1.8 1 .3 1 .31 1.76 1.00 1 .75 1.25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2. 1 2.0 1 .25 1.75 1.00 1.76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2.0 1 .4 0.00.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0. 500 (A325 ) Bay Left Lap(k )---- Right Lap(k ) - Id Calc Shear Bear UC Calc Shear Bear UC 0.47 4.42 2. 68 0.18 2 0.33 4.42 1.86 0.18 0.43 4.42 1.86 0.23 3 0. 43 4. 42 1. 86 0.23 0.33 4. 42 1. 86 0. 18 4 0.47 4.42 2.68 0.18 LOAD ID 3 : Dead+Collateral+Snow+Brow Drift ANALYSIS: -------Shear(k ) - Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Coo Lap Sup LExt 0.00 -0.16 0.00 0.03 0. 67 0.11 1 0.75 -0.91 -1.15 0.11 -2.23 6.21 1.15 3.21 2 1.03 0.79 -0.75 -0.92 3.21 1.39 -1.15 8.47 1 .18 2.30 3 0. 92 0. 75 -0. 79 -1. 03 2.30 1. 18 -1.15 7.53 1 .39 3.21 4 1.15 0.91 -0.75 3.21 1.15 -2.23 9.46 0.11 RExt 0.16 0.00 0.11 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k )---- Moment (f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit CC Loc LC Calc Limit LExt RSup -0.16 7 .33 0.02 RSup 0.11 6.79 0.02 RSup 0.03 0.06 1 RLap -0. 91 7.33 0.12 MidS -2 .23 6.14 0.36 RSup 0.27 -0.20 0.78 2 LLap 0.79 2.44 0.32 LLap 1.39 4.01 0.35 LLap 0.43 -0.10 0.80 3 RLap -0.79 2.44 0.32 RLap 1 .39 4 .01 0.35 RLap 0 .43 -0.10 0.80 4 LLap 0. 91 7 .33 0.12 MidS -2.23 6.14 3.36 LSup 0.27 -0.23 C.78 RExt LSup 0.16 7.33 0.02 ISup 0.11 6.79 0.02 LSup 0.03 0.06 UNBRACED LENGTH: Bay Major Minor(ft) ---Cb Momi/Mom2 175 2 0. 61 0.47 -0.45 -0.54 1. 90 0.82 -0.68 8.47 0.70 1.36 3 0.54 0.45 -0.47 -0. 61 1.36 0.70 -0. 68 7.53 0.82 1. 90 4 0.69 0.54 -0.45 1.90 0.68 -1.32 9.46 0.06 RExt 0.09 0.00 0.06 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Lou Cabo Limit 0C Lac Calc Limit UC Lou OC Calc Limit LExt RSup -0.09 7.33 0.01 RSup 0.06 6.23 0.01 RSup 0.02 0.03 RLao -0.54 7.33 0.07 MidS -1.32 6.14 0.22 RSup 0.16 -0.11 0.78 2 LLap 0.47 2.44 0. 19 LLap 0.82 4.01 0.21 LLap 0.25 -0.05 0.80 3 RLap -0 .47 2.44 0 .19 RLap 0.82 4.01 0 .21 RLap 0 .25 -0.05 0.80 4 LLap 0.54 7.33 0.07 MidS -1.32 6.14 0.22 LSup 0.16 -0.11 0.78 RExt LSup 0.09 7 .33 0. 01 LSup 0.06 6.23 0.01 LSup 0.02 0.03 UNBRACED LENGTH: Bay Major Minor(ft) Cb ------Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1 .3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1.00 1.00 1 15.7 12.3 0.0 0. 0 1.4 2.0 1.14 1 .00 1.00 1.72 1.37 1.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1 .00 0.00 0.52 3 16. 0 1.3 1.8 0.0 2.1 2 .0 1.25 1.75 1.00 1.76 1.31 0.52 0.00 1 .00 0.00 0.43 4 15.7 2. 0 1.4 0.0 0.0 12.3 1.37 1.72 1 .00 1.00 1.14 0.36 0.00 1.00 1.00 1.00 RExt 1 .3 1.3 1.3 1.3 1.3 1 .3 2.30 2 .30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = C.500 (A325 ) Bay LeftLap (k ) ---Right Lap(k ) - Id Calc Shear Bear UC Calc Shear Bear DC 1 8.28 4 .42 2.68 0.10 2 0.20 4.42 1.86 0.11 0.25 4.42 1.86 0.14 3 0.25 4.42 1.86 0.14 0.20 4.42 1.86 0.11 4 0.28 4. 42 2.68 0.10 LOAD ID 2 : Dead+Collaterab+Snow ANALYSIS: Shear (:k ) ---Moment(f-M ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loo Lap Sup LExt 0.00 -0.16 0.0C 0.03 0.67 0.11 1 0 .75 -0 .91 -1 .15 0 .11 -2.23 6.21 1 .15 3 .21 2 1.03 0.79 -0.75 -0.92 3.21 1.39 -1.15 8.47 1 .18 2.30 3 0.92 0 .75 -0.79 -1 .03 2.30 1.18 -1.15 7.53 1.39 3.21 4 1 .15 0.91 -0.75 3.21 1 .15 -2.23 9.46 0.11 RExt 0. 16 0.00 0.11 0.03 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) ---M_oment(f-k ) -Mom+Shr- Deflect(in) Id Loo Calc Limit DC Loc Calc Limit UC Lou UC Calc Limit 174 UNBRACED LENGTH: Bay Major Minor (ft) - Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2. 30 2. 30 2.30 2.30 0. 00 0. 00 0. 00 0. 00 0. 00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 15.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.52 316.0 1.3 1.8 0.0 2.1 2 .0 1.25 1.75 1.00 1.76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2 .0 1.4 0.0 0.0 12.3 1.37 1 .72 1 .00 1.00 1 .14 0.36 0.00 1.00 1.00 0.00 RExt 1.3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLTSHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k )---- Right Lap(k ) --- Id Calc Shear Bear OC Calc Shear Bear UC 1 1.14 4.42 2. 68 0.42 2 0.79 4.42 1. 86 0.43 1.04 4. 42 1. 86 0. 56 3 1.04 4.42 1 .86 0.56 0.79 4.42 1.86 0.43 4 1 .14 4.42 2.68 0.42 T16-203 Purlin(Surface= 2 Id= 6) 6/21/16 3:35pm ROCF PORLIN Surface Id = 2 Purlin Id = 6 Offset = 19.75 Edge Strip = 4 .00 LAYOUT: (Purlin Id= 6) Available Cesign Reduction Bay Length ---Lap (ft)-- Load No. Factor Id Part (ft) Left Right Width Brace Out In LExt 8X25Z13 1.33 2. 98 0 0. 00 0.70 1 8X25213 15.67 2.00 2. 98 0 0.00 0.70 2 8X25Z16 16.00 2.00 1.33 2 .98 0 0.00 0.70 3 8X25Z16 16.00 1.33 2.00 2.980 0 .00 0.70 4 8X25213 15.67 2 .00 2. 98 0 0.00 0.70 RExt 8X25Z13 1.33 2.98 0 0.00 0.70 LOAD ID 1 : Dead+Collateral+Live ANALYSIS: Shear(k ) - Moment (f-k ) Bay Left Left Right Right Left Left MidSpar. Right Right Id Sup map Lap Sup Sup Lap Mom Loc Lan Sup LExt 0.00 -0.09 0.00 0 .02 0.67 0.0E 1 0.45 -0.54 -0. 68 0.06 -1 .32 6.21 0. 68 1.90 173 Bay Shear(k ) ---- Moment(f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit DC LosCalc Limit DC Ion OC Gals Limit LExt RSup -0.02 7.33 0.00 RSup 0.02 5.23 0.00 LSup 0.00 -0.02 1 RLap -0.21 7.33 0.03 RLan 1. 05 6.40 0.16 RLap 0.14 0.08 0.78 2 LLap 0 .51 2.44 0.21 MidS -1.33 3.63 0.37 :Lap 0.22 -0.20 0.80 3 RLap -0. 13 2.44 0.05 RLap 0.82 3.43 0.24 RLap 0.18 0.14 0.80 4 RSup -0.55 7.33 0.08 MidS -1 .90 6.14 0.31 LSup 0.11 -0.20 0.78 RExt LSup 0 .04 7 .33 0 .01 LSup 0 .02 6.23 0 .00 LSup 0.00 0 .06 ONBRACED LENGTH: Bay Major Minor(f7) - Cb Moml/Mom2----- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS Rap RSup LSup LLap MidS Rap RSup LExt 1.3 1.3 1.3 1 .3 1.3 1 .3 2.30 2.30 2 .30 2 .30 2.30 1.00 1 .00 1.00 1 .00 1_00 1 15.7 0.3 0.0 0.0 7.7 2 .0 1. 69 1 .00 1.00 1. 99 1.15 1.00 1.00 1.00 0.00 0.69 2 16.0 2.0 0.7 0.0 0.4 1.3 1.49 1. 69 1.00 1 . 68 1.48 0.22 0.00 1 .00 0.00 0.22 3 16.0 1.3 12.7 12 .7 12.7 2.0 1.09 1.58 1.58 1 .58 1.13 0.81 0.92 0.92 0.92 0.73 4 15.7 2.0 0.0 0.0 0.0 13.7 1.83 1 .00 1.00 1.00 1.13 -0.09 1 .00 1.00 1.00 1.00 RExu 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap (k ) Right Lap (k ) --- Calc Shear Bear DC Calc Shear Bear DC 0.22 4.42 2.68 0.08 2 0.16 4.42 1 . 86 0.08 0.18 4.42 1 .86 0.09 3 0. 18 4.42 1.86 0.09 0.12 4 .42 1.86 0.06 4 0.17 4 .42 2.68 0.06 LOAD ID 22 : Dead+Collateral+1.27NB R ANALYSIS: Shear(k )- - Moment(f-k ) - Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sap Sup Lap Mom Lou Lap Sup LExt 0.00 -0.39 0.00 C.06 0.67 0.26 1 1 .82 -2.18 -2.77 0.26 -5.38 6.21 2.77 7.72 2 2.48 1.89 -1.81 -2.20 7.72 3.35 -2.77 8.47 2.85 5.52 3 2.20 1 .81 -1.89 -2.48 5.52 2.85 -2.77 7.53 3.35 7 .72 4 2 .77 2 .18 -1.82 7.72 2.77 -5.38 9.46 0 .26 RExt 0.39 0.00 0.26 0.06 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Morr_ent(f-k ) -.dom+Shr- Deflect (in) Id Lou Calc Limit DC Loc .Calc imit GC Loc DC Calc Limit LExt RSup -C.39 7.33 0.05 RSup 0.26 6.79 0.04 RSup 0.06 0.17 1 RLap -2.18 7.33 0.30 MidS -5.38 6.14 0.88 RSup 0.65 -0.54 0.78 2 LLap 1.89 2.44 0.78 LLap 3.35 4.01 0.83 LLap 1.03 -0.28 0.80 3 RLap -1.89 2.44 0.78 RLap 3.35 4.01 0.83 RLap 1.03 -0.28 0.80 4 LLap 2.18 7.33 0.30 MidS -5.38 6.14 C.88 LSup C. 65 -0.54 0.78 RExt LSup 0.39 7.33 0.05 LSup 0 .26 5.79 0 .04 :Sup 0 .06 0 .17 172 LExt 0.00 -0.04 0.00 0.00 0. 67 0.02 1 0.55 -0.53 -0. 69 0.02 -1.90 6.94 -0.10 1.13 2 0.17 0.13 -0.12 -0.15 1.13 0.82 0.38 8.59 0.76 0.94 3 0.60 0.49 -0.51 -0. 67 0.94 0.21 -1.33 7.55 0.33 1.52 4 0.25 0.21 -0.06 1.52 1.05 -0.08 12.55 0.02 RExt 0.02 0.00 0.02 0.00 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) ----- Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit OC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.04 7.33 0.01 RSup 0.02 6.23 0.00 LSup 0.00 0.06 1 LSup 0.55 7 .33 0.08 MidS -1. 90 6.14 0.31 RSup 0.11 -0.20 0.78 2 LLap 0.13 2.44 0.05 LLap 0.82 3.43 0.24 LLap 0.18 0.14 0.80 3 RLap -0.51 2.44 0.21 MidS -1.33 3.63 0.37 RLap 0 .22 -0.20 0.80 4 LLap 0.21 7.33 0.03 LLap 1 .05 6.40 0.16 LLap 0.14 0.08 0.78 RExt LSup 0.02 7.33 0.00 :Sup 0.02 6.23 0.00 LSup 0.00 -0.02 UNERACED LENGTH: Bay Maor -------Minor(ft) Cb - - Mom:/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LIap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1 .3 1.3 2 .30 2.30 2.30 2.30 2.30 1 .00 1.00 1.00 1.00 1 .00 1 15.7 13.7 0.0 0.0 0.0 2.0 1.13 1.00 1.00 1.00 1.85 1 .00 1.00 1.00 1.00-0.09 2 16.0 2.0 12.7 12.7 12.7 1.3 1.13 1 .58 1.58 1.58 1.09 0.73 0.92 0.92 0.92 0.81 3 16.0 1.3 0.4 0.0 0.7 2.0 1.48 1.68 1.00 1 .69 1.49 0.22 0.00 1.00 0.00 0.22 4 15.7 2.0 7 .7 0.0 0.0 0.3 1.15 1.99 1 .00 1.00 1 .69 0.69 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1 .3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 1 .00 1.00 1.00 1 .00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -----LeftLap (k ) RightLap (k ) ---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0. 17 4.42 2.68 0.06 2 0.12 4.42 1.86 0.06 C.18 4.42 1.86 0 .09 3 0.18 4 .42 1.86 0.09 0.16 4.42 1.86 0.08 4 0.22 4.42 2. 68 0.08 LOAD ID 21 : Dead-Coalateral+2 .0PAT LL__5 ANALYSIS: Shear (k ) - Moment (f-k ) Bay Left Left Right Right Left Left MidSpau Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.00 0.00 0 .67 0.02 1 0.06 -0.21 -0 .25 0.02 -0.08 3.12 1.05 1.52 2 0.67 0.51 -0.49 -0.60 1 .52 0.33 -1 .33 8.45 0 .21 0.94 3 0.15 0.12 -0.13 -0.17 0.94 0.76 0.38 7 .41 0.82 1.13 4 0. 69 0.53 -0.55 1.13 -0.10 -1. 90 8.72 0.02 RExt 0.04 0.00 0.02 0.00 0.67 0.00 STRENGTH/DEFLECTION: 171 4 0.18 4.42 2. 68 0.07 LOAD ID 19 : Dead+Collatera1+2 .3PAT LL 3 ANALYSIS: Shear(k ) Moment (f-k ) - Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.00 0.00 0.67 0.02 1 0.14 -0 .14 -0.18 0.02 -0.44 6.74 0 .04 0.37 2 0.13 0.09 -0. 17 -0.20 0.37 0.13 -0.03 6.23 0.69 0.94 3 0.55 0.45 -0.56 -0.72 0.94 0.27 -0.98 6.95 1.00 2.28 4 0.77 0. 61 -0.48 2.28 0.90 -1.42 9. 65 0.02 RExt 0.04 0.00 0.02 0. 00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) ---- Moment (f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit NC Loc Calc Limit UC Loc NC Calc Limit LExt RSup -0 .02 7 .33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 0.00 RLap -0. 14 7.33 0.02 MidS -0.44 6.14 0.07 RSup 0.03 -0.01 0.78 2 RLap -0.17 2.44 0.07 RLap 0.69 3.84 0.18 RLap 0.16 0.05 0.80 3 RLap -0 .56 2.44 C.23 MidS -0.98 3. 63 0.27 RLap 0.31 -0.11 0.80 4 LLap 0 .61 7.33 0.08 MidS -1.42 6.14 0.23 LSup 0.19 -0.11 0.78 RExt LSup 0.04 7.33 o.C_ LSup 0. 32 6.23 0.03 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major ------Minor(ft) Cb -Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup L ap MidS REap .RSup LSup Lien MidS RLap RSup LExt 1 .3 1 .3 1 .3 1.3 1 .3 1.3 2 .30 2.30 2 .33 2 .30 2 .3C 1.00 1 .00 1.00 1 .00 1.00 1 15.7 13.3 0.0 0.0 0.3 2 . 0 1.14 1.00 1.00 1.68 1 .59 1.00 1.00 1.00 1.00 0. 12 2 16. 0 2.0 2.6 0.0 6.8 1.3 1.34 1.90 1.00 2.06 1. 12 0.42 0.00 1.00 0.00 0.74 3 16.0 1.3 0. 6 0.0 2.1 2.0 1.42 1.70 1.00 1 .75 1.31 0.29 0.00 1.00 0.00 0.44 4 13. 7 2.0 1.7 0.0 0.0 12.0 1.34 1.73 1.00 1 .00 1 .14 0.40 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1 .3 1 .3 1.3 2 .30 2 .30 2 .30 2.30 2 .30 1 .00 1 .00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Boit = 0.502 (A323 ) Bay Left_Lan(k ) Right Lap (s )---- id Calc Shear Bear UC Calc Shear Bear NC 1 0.05 4.42 2.68 0.02 2 0.04 4. 42 1 .86 0.02 3.18 4.42 1.86 3.09 3 0.18 4.42 1.86 0.09 0.23 4.42 1.86 0.13 4 0.34 4 .42 2.68 0.13 LOAD ID 20 : Dead+Collateral+2.0?AT LL 4 ANALYSIS: Shear(k ) M_oment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lan Sup Sup Lan Mom Loc Lap Sun 170 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right_Lap(k ) Id Calc Shear Bear UC Calc Shear Bear UC 1 0.34 4.42 2.68 0.13 2 0.23 4.42 1.86 0.13 0.18 4.42 1.86 0.09 3 0.18 4.42 1.86 0.09 0 .04 4.42 1.86 0.02 4 0.05 4.42 2 .68 0.02 LOAD ID 18 : Dead+Collateral+2. 0PAT LL 2 ANALYSIS: Shear(k ) -- -----------Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lac Sup Sup Lap Mom boc Lap Sup LExt 0.00 -0.02 0.00 0.00 0.67 0.02 1 0.08 -0.19 -0.24 0.02 -0. 15 4.08 0.78 1.21 2 0.59 0.43 -0.58 -0.68 1.21 0.19 -0.98 7.42 1.10 1 .94 3 0.68 0.58 -0.43 -0.59 1.94 1.10 -0.98 8.58 0.19 1 .21 4 0.24 0.19 -0.08 1.21 0.78 -0.15 11.58 0.02 RExt 0.02 0.00 0.02 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear (k ) Moment (f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC boc Calc Limit UC Loc OC Calc Limit LExt RSup -0.02 7.33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 -0.01 1 RLap -0.19 7.33 0.03 RIap 0.78 6.45 0.12 Reap 0.11 0.06 0.78 2 RLap -0.58 2.44 0.24 RLap 1.10 4. 01 0.28 RLap 0. 33 -0. 11 0. 80 3 LLap 0.58 2.44 0.24 LLap 1.10 4.01 0.28 LLap 0.33 -0.11 0.80 4 LLap 0.19 7.33 0.03 LLap 0.78 6.45 0.12 LLap 0.11 0.06 0.78 RExt LSup 0.02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 0.00 -0.01 UNBRACED LENGTH: Bay Major Minor(ft) --Cb-- Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1 .3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1. 00 1.00 1 15.7 8.0 0.0 0.0 5.7 2.0 1.14 1 .00 1.00 1 .89 1.17 1.00 1.00 1.00 0.00 0.64 2 16.0 2.0 0.5 0.0 2 .3 1.3 1.56 1.69 1.00 1.76 1.22 0 .15 0.00 1.00 0.00 0.57 3 16.0 1.3 2.3 0.0 0.5 2 .0 1.22 1.76 1.00 1. 69 1.56 0.57 0.00 1.00 0.00 0.15 4 15.7 2.0 5.7 0.0 0.0 8.0 1.17 1 .89 1.00 1.00 1.14 0.64 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right Lap(k )--- Id Calc Shear Bear UC Calc Shear Bear OC 1 0.18 4.42 2. 68 0.07 2 0.12 4.42 1.86 0.07 0.36 4.42 1.86 0.20 3 0.36 4.42 1.86 0 .20 0.12 4 .42 1.86 C .07 169 Id (£t) LSup Slap MidS RLap RSup LSup 'Clap MidS RLap RSup LSup LLap MidS RLap RSup EExc 1 .3 1.3 1.3 1 .3 1.3 1. 3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1.3 2. 0 1.14 1 .00 1.00 1 .71 1.38 0.00 1.00 1 .00 0.00 0.35 2 16.0 2.0 2. 1 0.0 2.1 1.3 1.32 1.77 1.0C 1. 77 1.23 0.43 0.00 1 .00 0.00 0.54 3 16.0 1.3 1.9 0.0 1.2 2. 0 1.25 1.75 1.00 1.72 1.41 0.52 0. 00 1 .00 0.00 0.31 4 15.7 2.0 2 .6 0.0 0.0 0.3 1.27 1 .76 1.00 1 .00 1 .68 0.49 0.00 1.00 1.00 0. 00 RExt 1.3 1.3 1.3 1 .3 1.3 1 .3 2.29 2.29 2.29 2.29 2.29 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) Right Lap(k ) ---- id Calc Shear Bear UC Calc Shear Bear CC 0.51 4.42 2. 68 0. 19 2 0.36 4.42 1.86 0.19 0.52 4.42 1.86 0.28 3 0.52 4.42 1.86 0.28 0.28 4.42 1 . 86 0.15 4 0.4C 4 .42 2.68 0.15 LOAD ID 17 : Dead-Collatera1+2 . 0PAT LL 1 ANALYSIS: Shear (k ) - Momenc(f-k ) Pay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap rap Sup Sup Lap Mon Loc Lan Sup LExt 0 .00 -6.04 0.00 0.00 0. 67 0.02 1 0.48 -0. 61 -0.77 0.02 -1.42 6.02 0.90 2.28 2 0.72 0.56 -0.45 -0.55 2.28 1 .00 -0.98 9.05 0.27 0.94 3 3.20 0.17 -0.09 -0.13 0.94 0. 69 -0.03 9.77 0. 15 0.37 4 0.18 0.14 -0.14 0.37 0.04 -0.44 8.93 0.02 RExt 0.02 0.00 0.02 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Momenc(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.04 7.33 0.01 RSup 0.02 6.23 0.00 LSup 0.00 0.04 RLap -0. 61 7.33 0.08 MidS -1.42 6.14 0.23 RSup 0.19 -0.11 0.78 2 LLap 0 .56 2.44 0 .23 MidS -0 .98 3.63 0.27 LLap 0.31 -3.11 0 .80 3 LLap 0. 17 2 .44 0.07 Llan 0.69 3.84 0.18 LLap 0.16 0.05 0.80 4 LLap 0. 14 7.33 2. 02 MidS -0.44 6.14 0.07 LSup 0.03 -0.01 0.78 RExt LSup 0.02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 3.00 0.00 UNBR_9CEI LENGTH: Bay Major -- Minor (ft) -- Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExc 1 .3 1.3 1 .3 1.3 1.3 1.3 2.30 2 .30 2 .30 2.33 2 .30 1 .00 1.00 1.00 1.00 1 .00 1 15.7 12 . 0 0.00 .7 1 2.0 1.14 1.00 1.00 1.73 1.34 1.00 1. 00 1.00 0.00 0.40 2 16.3 2.0 2.1 0.0 0. 6 1.3 1.31 1.75 1.00 1.73 1.42 0.44 0.00 1.0C 0.00 0.29 3 16.0 1 .3 6.8 0.0 2.6 2.0 1.12 2.06 1.00 1.9C 1.34 0.74 0.00 1.00 0.00 0.42 4 15.7 2.0 0.3 0.0 0.0 13.3 1.59 1. 68 1.00 1.00 1.14 0.12 1.00 1.00 1.00 1.00 RRxt 1 .3 1.3 1 .3 1 .3 1.3 1 .3 2.33 2.30 2.30 2.3C 2.30 1 .20 1 .00 1.00 1.00 1.00 168 LExt RSup -0.16 7.33 0.02 RSup 0.11 6.79 0.02 RSup 0.03 0.02 1 RLap -0. 62 7 .33 0.08 RSup 1.61 7.48 0.22 RSup 0.22 -0.05 0.78 2 RLap -0.90 2.44 0.37 MidS -1.55 3.63 0.43 RLap 0.47 -0.19 0.80 3 RLap -0.85 2.44 0.35 RLap 1.51 4.01 0.38 RLap 0.47 -0.10 0.80 4 LLap 1.00 7.33 0.14 MidS -2 .50 6.14 0.41 LSup 0.29 -0.23 0.78 RExt LSup 0.18 7 .33 0.02 LSup 0.12 6.79 0.02 LSup 0.03 0.07 UNBRACED LENGTH: Bay Major Minor(ft) Cb--- Mom1/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1. 3 2.29 2.29 2.29 2.29 2.29 0. 00 0. 00 0. 00 0. 00 0.00 1 15.7 0.3 0.0 0.0 2. 6 2.0 1.68 1.00 1.00 1.76 1 .27 0.00 1.00 1.00 0.00 0.49 2 16.0 2.0 1.2 0.0 1.9 1 .3 1.41 1.72 1.00 1.75 1 .25 0.31 0.00 1.00 0.00 0.52 3 16.0 1 .3 2. 1 0.0 2.1 2 .0 1.23 1.77 1.00 1.77 1.32 0.54 0.00 1.00 0.00 0.43 4 15.7 2.0 1.3 0.0 0.0 12.3 1 .38 1.71 1 .00 1.00 1.14 0.35 0.00 1.00 1 .00 0.00 RExt 1.3 1.3 1.3 1.3 0.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) Right_Lap (k )--- Id Calc Shear Bear OC Calc Shear Bear UC 1 0.40 4.42 2.68 0 . 15 2 0.28 4.42 1.86 0.15 0.52 4.42 1.86 0.28 3 0.52 4.42 1.86 0.28 0.36 4.42 1.86 0.19 4 0. 51 4.42 2. 68 0. 19 LOAD ID 16 : Dead+Collateral+Snow-FAT SL 2 ANALYSIS: -------Shear ('k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Iap Sup LExt 0.00 -0.18 0.00 0.03 0.67 0.12 1 0.84 -1.00 -1.27 0.12 -2.50 6.24 1.21 3.48 2 1.12 0.85 -0.85 -1.03 3.48 1 .51 -1.19 8.34 1 .50 2.75 3 1.08 0. 90 -0.81 -1.07 2.75 1 .44 -1.55 8 .00 0.86 2.74 4 0.77 0. 62 -0.44 2.74 1.35 -1.13 10.00 0.11 RExt 0.16 0.00 0.11 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay -----Shear (k ) Mcment (f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit GC Loc Calc Limit UC Loc EC Calc Limit LExt RSup -0.18 7.33 0.02 RSup 0. 12 6. 79 0. 02 RSup 0. 03 0.07 1 RUap -1.00 7 .33 0.14 MidS -2 .50 6.14 0.41 RSup 0.29 -0.23 0.78 2 LLap 0.85 2.44 0.35 LLap 1 .51 4 .01 3.38 LLap 0.47 -0.10 0.80 3 LLap 0. 90 2.44 0.37 MidS -1.55 3. 63 0.43 LLap 0.47 -0.19 0.80 4 LLap 0.62 7.33 0.08 LSup 1.61 7.48 0.22 LSup 0.22 -0.05 0.78 RExt LSup 0. 16 7.33 0. 02 LSup 0. 11 6.79 0. 02 LSup 0. 03 0. 02 UNBRACED LENGTH: Bay Major -Mincr(ft) Cb - Moml/Mom2 167 2 0.67 0.52 -0.46 -0.56 2. 11 0. 92 -0.82 8.70 0.56 1.24 3 0.52 0.42 -0.56 -0.72 1.24 0. 62 -0.50 6.71 1.56 2.84 4 1.23 0.96 -0.88 2 .84 0.65 -2.78 9. 15 0.07 RExt 0.12 0.00 0.07 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay -----Shear(k ) Moment (f-:k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit CC Loc Calc Limit CC Loc CC Calc Limit LExt RSup -0 .10 7.33 0.01 RSup 0.07 6.23 0.01 RSup 0.02 0.03 1 RLap -0.58 7.33 0.08 MidS -1.40 6. 14 0.23 RSup 0.18 -0.11 0.78 2 LLap 0.52 2.44 0.21 LLap 0.92 4.01 0.23 LLap 0.28 -0.08 0.80 3 RLap -0 .56 2 .44 0 .23 RLap 1 .56 3.94 0.40 RLap 0 .39 0 .31 0 .80 4 LLap 0 .96 7.33 0.13 MidS -2.78 6.14 0.45 LSup 0.24 -0.29 0.78 RExt LSup 0.12 7.33 0.02 LSup 0. 07 6.23 0.01 -Sup 0.02 0.09 ONBRACED LENGTH: Bay Major Minor(ft)----- Cb - Moml/Mom2 Id (£t) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1 .3 1 .3 1 .3 1.3 2 .30 2 .30 2.30 2.30 2.30 1 .00 1.00 1.00 1.00 1.00 1 15.7 12 .2 0.0 0.0 1.5 2.0 1.14 1.03 1.00 1.72 1.36 1.00 1.03 1 .00 0.00 0.37 2 16.0 2 .0 2.1 0.0 1.4 1.3 1.31 1.76 1.00 1.73 1.30 0.43 0.00 1.00 0.00 0.45 3 16.0 1.3 1 .8 0.0 3.7 2. 0 1.27 1 .77 1.00 1.85 1.23 0.50 0.00 1.00 0.00 0.55 4 15.7 2.0 0.7 0.0 0.0 13.0 1.48 1 .69 1.00 1.00 1.14 0.23 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1 .00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) Right_Lap (k )---- Id Calc Shear Bear OC Calc Shear Bear CO 1 0 .31 4 .42 2 .68 0 .12 2 0.22 4 .42 1.86 0.12 0.23 4.42 1 .86 0. 13 3 0.23 4.42 1 .86 0.13 0.29 4.42 1.86 0.16 4 0.42 4.42 2. 68 0.16 LOAD ID 13 : Dead-Ccllateral+Snow-2AT S ANALYSIS: Shear(k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lao Lap Sup Sur Lap Morn Loc _Lap Sup LExt 0.00 -0.16 0.00 0.03 0. 67 0.11 1 0.44 -0 .62 -0.77 0.11 -1.13 5.66 1 .35 2.74 2 1.07 0 .81 -0.90 -1.08 2.74 0.86 -1.55 8 .00 1.44 2.75 3 1.03 0 .85 -0.85 -1 .12 2.75 1 .50 -1.19 7. 66 1.51 3.48 4 1.27 1 . 00 -0.84 3.48 1.21 -2.50 9.43 0.12 RExt 0.18 0.00 0. 12 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit CC Loc Calc Limit UC Loc CC Calc Limit 166 ANALYSIS: __... Shear(k 7____.-- Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0,00 -0.12 0.00 0.02 0.67 0.07 1 0.88 -0.96 -1.23 0.07 -2.78 5.52 0.885 2.84 2 0.72 0.56 -0.42 -0.52 2.84 1.56 -0.50 9.29 0. 62 1.24 3 0.56 0.46 -0.52 -0. 67 7..24 0.56 -0.82 7 .30 0.92 2,11 4 0.74 0.58 -0.48 2.11 0.79 -1.40 9.52 0.07 RExt 0.10 0.00 0,07 0.02 0.67 0. 00 STRENGTH/DEFLECTION: Say ------Shear (k )---- Moment(f-k ) -N.om+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0. 12 7.33 0.02 RSup 0.07 6,23 0.01 RSup 3.02 0.09 1 RLap -0.96 7.33 0.13 MidS -2.78 6.14 0.45 RSup 0.24 -0.29 0.78 2 LLap 0.56 2.44 0.23 LLap 1.56 3,94 0.40 LLap 3.39 0.01 0.80 3 RLap -0.52 2.44 0.211. RLap 0.92 4 .01 0.23 RLap 0.28 -0.08 0,80 4 LLap 0.58 7.33 0.08 MIdS -1.40 6.14 0.23 LSup 0.18 -0.11 0. 78 RExt LSup 0.10 7.33 0.01. LSup 0.07 6.23 0.01 LSup 0.02 0.03 UNBRACED LENGTH: Bay Major Minor (ft) -- -----Cb Moml/Mom2 Id (ft.) LSup LLap MidS RLap RSup LSup Llan MidS RLap RSup :Sap Leap MidS nap RSup LExt 1. .3 1 .3 1.3 1 .3 1.3 1 ,2 2 .30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 13.0 0.0 0.0 0.7 2.0 1 .14 1.00 1.00 7..,59 1.48 1.00 1.00 1.00 0.00 0.23 2 16.0 2.0 3.7 0.0 1.81.3 1.23 1.85 1.00 1.77 1.27 0.55 0.00 1.00 0.00 0.50 3 16.0 1.3 1.4 0.0 2.1 2.0 1.30 1_73 1.00 1.76 1.32 0.45 0.00 1.00 0.00 0.43 4 15.7 2.0 1.5 0.0 0.0 12.2 1.36 1.72 1 .00 1,00 1.14 0.37 0.00 1.00 1,00 1.00 RExt 1.3 1.3 1.3 1.3 1 .3 1.5 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -----Left Lap(k ) ----- Right_Lap (.c )---- Id Calc Shear Bear GC Calc Shear Bear DC 1 0.42 4.42 2. 68 0.16 2 C.29 4.42 1.86 0.16 0.23 4,42 1 .86 0.13 3 0,23 4 .42 1.86 0.13 0.22 4.42 1_86 0.12 4 0.3]. 4 .42 2. 68 0.12 LOAD ID 14 : Dead-Collateral+Snow/2+PAT SL 2 ANALYSIS: _...... Shear(k )- Moment(f-k )___._ .._ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sun Lap Mom Luc Lap Sup LExt 0.00 -0.10 0.00 0.02 0.67 0.07 1 0.48 -0.58 -0.74 0.07 -1.40 6.15 0.75 2. 11 165 Bay Lef_t_ap(k ) Right Lap(k ) ---- Id Calc Shear Bear UC Calc Shear Bear OC 1 0.40 4.42 2 .68 0.15 2 0.28 4.42 1.86 3.15 0.56 4.42 1.86 0.30 3 2.56 4.42 1.86 0.30 0.28 4.42 1.86 0.15 4 0.40 4.42 2 .68 0.15 LOAD ID 12 : Dead+Collateral+Snow/2-PAT SL 5 ANALYSIS: Shear(k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lao Mom Loc Lap Sup LExt 0.00 -C.10 0.00 0.32 0. 67 0.07 0 .49 -0 .57 -2.72 0 .07 -1 .49 6.34 0.59 1 .88 2 0. 61 C .46 -0.52 -0. 63 1.88 0.81 -0.54 7.90 1.23 2.00 3 0.97 0 .79 -0.91 -1 .18 2.00 0.83 -1 .49 7.20 1 .62 3.72 4 1.29 1.02 -0.82 3.72 1.42 -2 .43 9.57 0.07 RExt 0.12 3.00 0.07 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom-Shr- Deflect(in) Id Lac Cabo Limit UC Loc Calc Limit UC Lao UC Calc Limit LExt RS-co -0.10 7.33 3.01 RSup 0.07 6.23 0.01 RSup 0.02 0.04 1 RLap -0.57 7.33 0.08 MidS -1.49 6.14 0.24 RSup 0.16 -0.13 0.78 2 RLap -0.52 2 .44 0.21 RLap 1 .23 3.99 0.31 RLap 0.33 -0.01 3.80 3 RLap -0.91 2 .44 0.38 MidS -1.49 3. 63 0.41 RLap 0.50 -0. 16 0.80 4 LLap 1.02 7.33 3.14 MidS -2.43 6.14 0.40 LSup 0.31 -0.21 0.78 RExt ',Sup 0.12 7.33 0.02 :Sup 0.07 6.23 0.01 LSup 0.02 0.07 UNBRACED LENGTH: Bay Major Minor (ft) Cb - Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1. 3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1 .00 1.00 1.02 1 15.7 12.5 0.0 0.0 1.1 2. 0 1.14 1.00 1.00 1.71 1.41 1.00 1.00 1 .00 0.00 3.31 2 16.0 2.0 2.2 0.0 3.0 1.3 1.32 1.78 1 .00 1. 82 1.19 0.43 0.00 1.00 0.00 0.62 3 16. 0 1.3 1.2 0.3 2 .1 2 .0 1 .32 1 .72 1 .00 1. 76 1.31 0.41 0.00 1.00 0.00 0.44 4 15 .7 2 .0 1 .6 0 .0 2.2 12 .1 1 .35 1 .72 1 .00 1 .00 1 .14 0 .38 0 .00 1 .00 1 .30 1 .00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.30 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.503 (A325 ) Bay Left Lao(k ) Right Lap (k )---- o Id Calc Shear Bear DC Cale Shear Bear UC 1 0.28 4.42 2. 68 0.10 2 0.19 4.42 1.86 0.10 0.37 4.42 1.86 0.20 3 0.37 4.42 1.86 0.20 0.38 4 .42 1 .86 0.21 4 0.55 4 .42 2. 68 0.20 LOAD ID 13 : Dead-Co_lateral+Snow/2+pAT 5 1 164 1 15.7 12.1 0.0 0.0 1.6 2.0 1.14 1.00 1 .00 1.72 1.35 1 .00 1.00 1 .00 0.00 0.38 2 16.0 2.0 2.1 0.0 1. 1.3 1 .31 1.76 1 .00 1.72 1.32 0.44 0.00 1.00 0.00 0.41 3 16.0 1.3 3.0 0.0 2.2 2 .0 1.19 1.82 1.00 1.78 1.32 0. 62 0.00 1.00 0.00 0.43 4 15.7 2.0 1.1 0.0 0 .0 12.5 1.41 1.71 1.00 1.00 1 .14 0.31 0.00 1.00 1.00 1.00 RExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1 .00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left (k ) --- Right Lap(k ) --- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.55 4.42 2. 68 0.20 2 0.38 4.42 1.86 0.21 0.37 4.42 1.86 0.20 3 0.37 4.42 1.86 0.20 0.19 4.42 1.86 0.10 4 0.28 4.42 2. 68 0.10 LOAD ID 11 : Dead+Collateral+Snow/2+PAT SL 4 ANALYSIS: --Shear(k ) Moment(f-'k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lan Lap Sup Sup Lap Mom Loc Lap Sup LExt 0 .00 -0.10 0.00 0.02 0. 67 0.07 1 0 0. 44 -0. 62 - 0. 07 -1.18 5. 67 1.30 2. 69 2 1.06 0.79 -0.91 -1 .09 2.69 0.84 -1.48 7.87 1 .62 2. 96 3 1.09 0. 91 -0.79 -1.06 2.96 1. 62 -1.48 8.13 0.84 2.69 4 0.77 0. 62 -0.44 2. 69 1.30 -1 .18 10.00 0 .07 RExt 0. 10 0.00 0.07 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mon,Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.10 7.33 0.01 RSup 0.07 6.23 0.01 RSup 0.02 0.02 1 RLap -0. 62 7.33 0.08 RSup 1.58 7.48 0.21 RSup 0.22 -0.06 0.78 2 RLap -0.91 2.44 0.37 MidS -1.48 3. 63 0.41 RLap 0.50 -0.17 0.80 3 LLap 0.91 2.44 0.37 MidS -1.48 3.63 0.41 LLap 0.50 -0.17 0.80 4 LLap 0. 62 7.33 0. 08 LSup 1. 58 7. 48 0.21 LSup 0.22 -0.06 0.78 RExt LSup 0.10 7.33 0 .01 LSup 0.07 6.23 0.01 LSup 0.02 0.02 UNBRACED LENGTH: Bay Major Minor (ft) -------- Cr --------M.oml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1. 3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1. 00 1. 00 1. 00 1.00 1. 00 1 15.7 11.2 0.0 0.0 2.5 2.0 1.14 1.00 1.00 1.76 1.28 1.00 1.00 1.00 0.00 0.48 2 16.0 2.0 1.2 0.0 2.1 1 .3 1.41 1.72 1.00 1.76 1.23 0.31 0.00 1.00 0.00 0.55 3 16.0 1 .3 2.1 0.0 1 .2 2.0 1.23 1.76 1.00 1.72 1.41 0.55 0.00 1.00 0.00 0.31 4 15.7 2.0 2.5 0.0 0.0 11.2 1 .28 1 .76 1.00 1.00 1.14 0.48 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Solt = 0.500 (A325 ) 163 3 RLap C .32 2 .44 0 .13 RLap -0 .58 3.63 0 .16 RLap 0 .18 0 .06 0 .80 4 RSup 0 .39 7.33 0.05 MidS 0.95 5.23 0.18 LSup 0.12 0.12 0.78 RExt LSup -0 .17 7.33 C. 02 LSup -0.11 6.14 0.02 LSup 0.03 -0.04 UNBRACED LENGTH: Bay Major Minor(ft)- C:. ------Mom'-/Mom2 Id (£t) LSup LLap MidS RLap RSup LSup LLar MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 0.0 0.0 0.0 0.0 2.30 1 .00 1.00 1.00 1 .00 0.00 1.00 1.00 1.00 1.00 1 15.7 0.0 12. 0 12.0 0.0 0.0 1.00 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 16.0 0.0 0.0 8.7 0.0 0. 0 1 .00 1.00 1 .14 1.00 1.00 1.00 1.00 1. 00 1.00 1 .00 3 16.0 0.0 0.0 8.7 0.0 0.0 1. 00 1 .00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 4 15.7 0.0 0.0 12.0 12 .0 0.0 1.00 1.00 1.13 1. 13 1.00 1 .00 1 .00 1.00 1.00 1.00 RExt 1.3 0.0 0. 0 0.0 0.0 1.3 1.00 1.00 1.00 1.00 2.30 1. 00 1.00 1.00 1.00 0.00 LAP BOLT SHEAR/BEARING: Bol- = 0.500 (A325 ) Bay Left Lap(k ) Right Lap(k 1 ---- Id Calc Shear Bear ❑C Caic Shear Bear OC 1 0.19 4.42 2. 68 0.07 2 0.14 4.42 1.86 0.07 0.17 4.42 1 .86 0.09 3 0.17 4 .42 1.86 0.09 0.14 4.42 1.86 0.07 4 0.19 4 . 42 2.68 0.07 LCAT ID 12 . Dead+Collateral+Snow/2+PAT SL 3 ANALYSIS: Shear1k ) --------------Moment (f-k ) Bay left Left Right Right Left Left MidSpar. Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0. 12 0.00 0.02 0. 67 0.07 1 0.82 -1.02 -1.29 0.07 -2.43 6.10 1 .42 3.72 2 1. 18 0.91 -0.79 -0.97 3.72 1. 62 -1.49 8.80 0.83 2.00 3 0. 63 0.52 -0.46 -0. 61 2.00 1.23 -0.54 8.10 0.81 1.88 4 0.72 2 .57 -0.49 1 .88 0.59 -1.49 9.33 0.07 RExt C . 10 0.00 0.07 0.02 0.67 2.00 STRENGTH/DEFLECTION: Bay Shear Gt ) Moment(f-k ) -Mom+Shr- Deflect(in) Id Ion Gals Limit OC Loc Calc Limit 2C Los UC Gals Limit LExt RSur -0. 12 7.33 0.02 RSup 0.07 6.23 0.01 RSup 0.02 0.07 RLap -1 .02 7.33 0.14 MidS -2 .43 6. 14 0.40 RSup 0.31 -0.21 0.78 2 LLap 0. 91 2.44 0.38 MidS -1.49 3. 63 0.41 LLap 0.50 -0.16 0.80 3 LLap 0.52 2.44 0.21 LLap 1.23 3.99 0.31 LLap 0.33 -0.01 0.80 4 LLap 0.57 7.33 0.08 MIdS -1 .49 6.14 0.24 LSup 0.16 -0.13 0.78 RExt LSup 0. 10 7.33 0.01 LSup 0.0.17 6.23 0.01 LSur 0.02 0.04 UNBRACED LENGTH: Bay Major Minor (ft) --- -----------Cb Mon"_/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap yids RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 162 RExt 0. 07 0. 00 0. 05 0. 01 0. 67 0. 00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-:k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit OC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.07 7.33 0.01 RSup 0.05 6.23 0.01 LSup 0.00 0.05 1 RLap -0.67 7 .33 0.09 MidS -1.65 6.14 0.27 RSup 0.20 -0.15 0.78 2 LLap 0.58 2.44 0.24 LLap 1 .03 4 .01 0.26 LLap 0.32 -0.07 0.80 3 RLao -0.58 2.44 0.24 RLap 1.03 4 .01 0.26 RLap 0.32 -0.07 0.80 4 LLap 0.67 7.33 0.09 MidS -1. 65 6.14 0.27 LSup 0.20 -0.15 0.78 RExt LSup 0.07 7.33 0.01 LSup 0.05 6.23 0.01 LSup 0.00 0.05 EMBRACED LENGTH: Bay Major Minor(ft) ----- ---Cb-------- Moml/Mom2 id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSuo LSup LLap .idS RLap RSup LExt 1. 3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1. 00 1.00 1.00 1. 00 1 15.7 12.3 0.0 0.0 1.4 2.0 1. 14 1.00 1 .00 1.72 1 .37 1.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2. 1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.51 3 16.0 1 .3 1 .8 0.0 2.1 2 .0 1.25 1.75 1.00 1.76 1.31 0.51 0.00 1.00 0.00 0.43 4 15.7 2 .0 1.4 0.0 0.0 12 .3 1 .37 1 .72 1.00 1.00 1.14 0.36 0.00 1 .00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAR BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -----Lefc_Lap(k ) Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.35 4 .42 2. 68 0.13 2 0.24 4 .42 1.86 0.13 0.31 4 .42 1.86 0.17 3 0.31 4.42 1.86 0.17 0 .24 4 .42 1.86 0.13 4 0.35 4.42 2. 68 0.13 LOAD ID 9 : 0.6Dead+Wind Suctionl ANALYSIS: Shear(k ) Moment(f_k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 0.17 0.00 -0.03 0.67 -0.11 1 -0.39 0.37 0 .47 -0.11 0.95 6.10 -0.47 -1.32 2 -0.42 -0.32 0.30 0.37 -1.32 -0.58 0 .46 8.51 -0.47 -0.91 3 -0.37 -0.30 0.32 0.42 -0 .91 -0.47 0.46 7.49 -0.58 -1.32 4 -0.47 -0.37 0.39 -1 .32 -0.47 0.95 9.57 -0.11 RExt -0.17 0.00 -0.11 -0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom-Shr- Deflect (in) Id Inc Calc limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup 0.17 7.33 0.02 RSup -0.11 6.14 0.02 RSup 0.03 -0.04 1 LSup -0.39 7.33 0.05 MidS 0.95 5.23 0.18 RSup 0.11 0.12 0.78 2 LLap -0 .32 2.44 0. 13 LLap -0.58 3.63 0. 16 LLap 0.18 0.06 0.80 161 Shear(k ) --Monent(£-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sum 'ap Lap Sup Sup Lap Mom Lac Lap Sup LExt 0.00 -0.07 0.00 0.01 0.67 0.05 1 0.55 -0. 67 -0.85 0.05 -1. 65 6.18 0.84 2.36 2 0.76 0.58 -0.55 -0.67 2.36 1.03 -0.84 8.48 0.86 1. 68 3 0.67 0.55 -0.58 -0.76 1.68 0. 86 -0. 84 7.52 1 .03 2.36 4 0. 85 0.67 -0.55 2.36 0.84 -1. 65 9.49 0 .05 RExt 0.07 0.00 0.05 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mon+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loo UC Calc Limit LExt RSup -0. 37 7.33 3.01 RSup 0.05 6.23 0.01 LSup 0.00 0.05 RLap -0.67 7.33 0.09 MidS -1. 65 6.14 0.27 RSup 0.20 -0.15 0 .78 2 LLap 0.58 2 .44 0 .24 LLap 1 .03 4 .01 0.26 LLap 0 .32 -0.07 0 .80 3 RLap -0.58 2.44 0.24 RLap 1.03 4.01 0.26 RLap 0.32 -0.07 0.80 4 LLap 0.67 7.33 0.09 MidS -1.65 6.14 0.27 LSup 0.20 -0.15 0.78 RExt LSup 0.07 7.33 0.01 LSup 0.05 6.23 0.01 LSup 0.00 0.05 UNBRACE7 LENGTH: Bay Major Minor (ft) -----------Cb Moml/Mon2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1 .3 1.3 1. 3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.03 1.72 1.37 1.00 1.00 1.00 0.00 0.36 2 16. 3 2.0 2 .1 0.0 1.8 1.3 1.31 1 .76 1.00 1 .75 1.25 0.43 0.00 1.00 0.03 0.51 3 16.0 1 .3 1.8 0.0 2.1 2.0 1 .25 1.75 1.00 1.76 1.31 0.51 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.9 12.3 1.37 1.72 1.00 1.00 1. 14 3.36 0.00 1 .00 1.20 1.00 RExc 1.3 1.3 1 .3 1.3 1.3 1. 3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Eeft_Lap(:k ) ----Right Lan(k )-- Id Calc Shear Bear CO Calc Shear Bear UC 1 0.35 4.42 2. 68 0.13 2 0.24 4 .42 1 .86 0.13 0.31 4 .42 1.86 0.17 3 0.31 4.42 1.86 0.17 0.24 4 .42 1.86 0.13 4 0 .35 4.42 2 .68 0 .13 LOAD ID 8 : C .8Dead+3.8Co1'_atera1+0.33Snow+1. 37Wind 2ressure1+0.33Slide ANALYSIS: Shear(k ) Moment (f-k ) - Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mon Loo Lap Sup LExt 0.03 -0. 07 0.00 0.01 0. 67 0+ 05 1 C.55 -0. 67 -0.85 0.05 -1. 65 6.18 C.84 2.36 2 0.76 2 .58 -0.55 -0. 67 2.36 1.C3 -0.84 8.48 0.86 1 .68 3 0.67 0.55 -0.58 -0. 76 1.68 3.86 -0.84 7.52 1.03 2.36 4 0.85 0.67 -0.55 2 .36 0.84 -1 .65 9.49 0.05 160 1 0.28 4.42 2.68 C.10 2 0.19 4.42 1.86 0.10 0.25 4.42 1 .86 0.13 3 0.25 4.42 1.86 0.13 0.19 4.42 1.86 0.10 4 0.28 4.42 2.68 0.10 LOAD ID 6 : 0.8Dead-0.8Collateral+0.33Snow+1 .0797ind_2ressurel ANALYSIS: Shear(k ) - Mortent(f-k ) - - Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Tap Mom Loc Lap Sup LExt 0.00 -0.07 0.00 0.01 0.67 0.05 1 0.55 -0 .67 -0.85 0.05 -1. 65 6.18 0.84 2.36 2 0.76 0.58 -0.55 -0.67 2.36 1.03 -0.84 8.48 0.86 1.68 3 0. 67 0.55 -0.58 -0.76 1.68 0.86 -0.84 7.52 1.03 2.36 4 0.85 0.67 -0.55 2.36 0.84 -1 .65 9.49 0.05 RExt 0.07 0.00 0.05 0.01 0. 67 0.00 STRENGTH/DEFLECT-ION: Bay Shear(k ) Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc OC Calc Limit LExt RSup -0.07 7.33 0.01 RSup 0.05 6.23 0.01 LSup 0.00 0.05 1 RLap -0. 67 7.33 0.09 MidS -1.65 6.14 0.27 RSup 0.20 -0.15 0.78 2 LLap 0.58 2 .44 0.24 LLap 1.03 4.01 0 .26 LLap 0.32 -0.07 0.80 3 RLap -0.58 2. 44 0.24 RTap 1. 03 4. 01 0.26 RLap 0. 32 -0.07 0. 80 4 LLap 0.67 7.33 0.09 MidS -1 .65 6.14 0.27 LSup 0.20 -0.15 0.78 RExt LSup 0.07 7.33 0.01 LSup 0.05 6.23 0.01 LSup 0.00 0.05 UNBRACED LENGTH: Bay Major Minor(ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup nap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1 .4 2.0 1.14 1.00 1.00 1.72 1.37 1.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.51 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1 .76 1.31 0.51 0.00 1.00 0.00 0.43 4 15.7 2 .0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1. 14 0.36 0.00 1 .00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2 .30 1.00 1.00 1.00 1.00 1.00 LA? BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right Lap (k )---- Id Calc Shear Bear UC Calc Shear Bear UC -�-- 0.35 4. 42 2. 68 0.13 2 C.24 4.42 1.86 0.13 0 .31 4.42 1.86 0. 17 3 0.31 4.42 1.86 0.17 0.24 4.42 1 .86 0 .13 4 0.35 4.42 2. 68 0.13 LOAD ID 7 : 0. 8Dead+0. 8Co11atera1+0.33Snow+l. 07Wind Pressure1+0.33Snow D ANALYSIS: 159 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1.3 1 .3 1 .3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2 .30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right Lap(k ) ---- Id Cato Shear Bear OC Calc Shear Bear OC 1 0.52 4.42 2. 68 0. 19 2 0.36 4.42 1.86 0.20 0.48 4 .42 1.86 0.26 3 1.48 4.42 1.86 0.26 0.36 4.42 1.86 0.20 4 0.52 4 .42 2 .68 0.19 LOAD ID 5 : 0.8Dead+0.8Co11atera1+0.33Live-1.07Wind Pressures ANALYSTS: -Shear(k ) Moment (f-k ) -- Bay Left Left Right Right Left left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sun LExt 0. 00 -0.05 0.00 0.01 0.67 0.03 1 0.44 -0.53 -0.67 0.03 -1 .32 6.17 0. 67 1.88 2 0.60 0.46 -0.44 -0. 53 1 .88 0.82 -0. 67 8.48 0.69 1.34 3 0.53 0 .44 -0.46 -0. 60 1.34 0. 69 -0.67 7.52 0.82 1.88 4 0. 67 0 .53 -0.44 1.88 0. 67 -1 .32 9.50 0.03 RExt 0.05 0.00 0.03 0.01 0.67 0.00 STRENNGTH/DEFLECTION: Bay Shear(k )---- Moment (f-k ) -Mom*Shr- Deflect(in) :d Loc Caic Limit OC Loc Caic Limit UC Loc DC Calc Limit LExt RSup -0.05 7.33 0.01 RSup 0.03 6.23 0.00 LSup 0.00 0.04 1 RLap -0.53 7.33 0.07 MidS -1.32 6.14 0.22 RSup 0.16 -0.11 0.78 2 Liao 0.46 2.44 0.19 LLap 0. 82 4.01 0.20 LLap 0.25 -0.06 0.80 3 RLap -0.46 2.44 0.19 RLap 0.82 4.01 0.20 RLap 0.25 -0.06 0.80 4 LLap C .53 7.33 0.07 MidS -1.32 6.14 0.22 LSup 0. 16 -0.11 0.78 RExt LSup 0. 05 7.33 0.01 LSup 0.03 6.23 0.00 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major -- Minor(f:) Cb - Mom1/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup Lap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1 .00 1 .00 1 .00 1 15.7 12 .3 0.0 0.0 1.4 2.0 1. 14 1. 00 1.00 1.72 1.37 1.00 1.00 1 .00 0.00 0.36 2 16.0 2 .0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.44 0.00 1.00 0.00 0.51 3 16. 0 1.3 1 . 8 0.0 2.1 2.0 1.25 1.75 1.00 1. 76 1.31 0.51 0.00 1 .00 0.00 0.44 4 15.7 2.0 1.4 0.0 0.0 12.3 1 .37 1 .72 1.00 1.00 1.14 0.36 0.00 1 .00 1.00 1.00 RExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap (k ) Right Lap(k )---- Id Calc Shear Bear DC Calc Snear Bear DC 158 EMBRACED LENGTH: Bay Major Minor (ft) Cb - Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.33 2.30 0.00 0.00 0.00 0.00 0 .00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.3 2.0 2.1 0.0 1.8 1.3 1.31 1 .76 1.00 1 .75 1 .25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1 .8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1 .31 0.52 0.00 1.00 0.00 0.43 4 15.7 2 .0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1.3 1.3 1.3 1 .3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay ---Left Lap (k ) Richt Lap(k ) Id Calc Shear Bear UC Calc Shear Bear UC 1 0.52 4.42 2. 68 0.19 2 0.36 4.42 1 .86 0.20 0.48 4.42 1.86 0.26 3 0.48 4.42 1.86 0.26 0.36 4.42 1.86 0.20 4 0.52 4 .42 2. 68 0.19 LOAD ID 4 : Dead+Collateral+Snow-Slide Scow ANALYSIS: Shear(k ) ---Moment(f-k ) Bay Left Left Right Right left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.18 0.00 0.03 0. 67 0.12 1 0.83 -1.00 -1.27 0.12 -2.47 6.21 1.27 3.54 2 1.14 0.87 -0.83 -1.01 3.54 1.54 -1.27 8.47 1.31 2.54 3 1. 01 0.83 -0. 87 -1.14 2. 54 1. 31 -1.27 7. 53 1.54 3.54 4 1.27 1 .00 -0.83 3.54 1.27 -2.47 9.46 0.12 RExt 0.18 0.05 0. 12 0.03 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear (k ) Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit DC Loc UC Calc Limit LExt RSup -0. 18 7.33 0. 02 RSup 0.12 6.79 0. 02 RSup 0.03 0.07 1 RLap -1.00 7.33 0.14 MidS -2.47 6.14 0.40 RSup 0 .30 -0.22 0.78 2 LLap 0.87 2.44 0.36 LLap 1.54 4.01 0.38 LLap 0.48 -0. 12 0.80 3 RLap -0.87 2.44 0.36 RLap 1.54 4.01 0.38 RLap 0.48 -0.12 0.80 4 LLap 1.00 7 .33 0.14 MidS -2 .47 6.14 0.40 LSup 0.30 -0.22 0.78 RExt LSup 0.18 7.33 0.02 LSup 0.12 6.79 0.02 LSup 0.03 0.07 EMBRACED LENGTH: Bay Major -Minor(ft) CO - Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup ISup LLap MidS Slap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2 .30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.303 0.0 1.4 2 .0 1.14 1.00 1.00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.0 2 .0 2.1 0.0 1 .8 1 .3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.52 0 .30 1.00 0.00 0.43 157 Bay - Shear(k ) ------Moment(f-k ) -Mom+Shr- Deflect(in) Id Loc Cato limit UC Loc Calc Limit 'JC Loc UC Calc Limit LExt RSup -0.18 7.33 0.02 RSup 0.12 6.79 C.02 RSup 0.03 0.07 RLap -1. 00 7.33 0.14 MidS -2 .47 6.14 0.40 RSup 0.30 -0.22 0.78 2 LLap 0.87 2.44 0.36 LLap 1.54 4.01 0.38 LLap 0.48 -0. 12 0.80 3 RLap -0.87 2.44 0.36 RLap 1.54 4.01 0.38 RLap 0.48 -0.12 0.80 4 LLap 1.00 7.33 0.14 MidS -2.47 6.14 0.40 LSup 0.30 -0.22 0.78 RExt LSup 0.18 7 .33 0 .02 LSup 0 .12 6 .79 0 .02 LSup 0 .03 0 .07 UNRRACED LENGTH: Bay Major Minor(ft) -- --Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup tExt 1 .3 1 .3 1.3 1.3 1.3 1.3 2 .30 2 .30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0. 0 0. 0 1. 4 2.0 1.14 1.00 1.00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.0 2. 0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0 .0 2 .1 2.0 1.25 1.75 1 .00 1.76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2.0 1 .4 0.0 0.0 12.3 1 .37 1.72 1.00 1 . 00 1 14 0.36 0.00 1 .00 1.00 0.00 RExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2 .30 0.00 0.00 0. 00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap (k ) Right_Lap (k )---- Id Calc Shear Bear UC Calc Shear Bear UC 0.52 4 .42 2 . 68 C. 19 2 0.36 4.42 1.86 0.20 0.48 4. 42 1.86 0.26 3 0.48 4 .42 1 .86 0.26 0.36 4. 42 1.86 0.20 4 0.52 4.42 2. 68 0.19 LCAT :D 3 : Dead+Collateral+Snow+Snow Drift ANALYSIS: Shear(k ) Moment(f-k ) day Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lac Sup Sup Lap Mom Lou Lap Sup LExt 0.00 -0. 18 0.00 0.03 0. 67 0.12 1 0.83 -1.00 -1.27 0.12 -2.47 6.21 1.27 3.54 2 1 .14 0 .87 -0 .83 -1.01 3 .54 1.34 -1.27 8 .47 1 .31 2 .54 3 1.01 0.83 -0.87 -1 .14 2.54 1 .31 -1.27 7.53 1.54 3.54 4 1.27 1.00 -0.83 3.54 1.27 -2.47 9.46 0.12 RExt 0.18 0.00 0 .12 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear (k ) Moment(f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC toe Calc Limit UC Loc CC Calc Limit LExt RSup -0.18 7.33 0.02 RSup 0.12 6.79 0.02 RSup 0.03 0.07 RLap -1 .00 7.33 0.14 MidS -2.47 6.14 0.40 RSup 0.30 -0.22 0.78 2 LLap 0.87 2.44 C.36 LLap 1.54 4.01 0.38 LLap 0.48 -0.12 0.80 3 RLap -0.87 2.44 0.36 RLap 1 .54 4.01 2.38 RLap 0.48 -0.12 0. 80 4 LLap 1. 20 7.33 0.14 MidS -2.47 6.14 0.40 LSup 0.30 -0.22 0.78 RExt LSup 0.18 7.33 0.02 LSup 0.12 6.79 C.02 :,Sup 0.03 0.07 156 LExt 0.00 -0. 10 0.00 0.02 0.67 0.07 1 0,49 -0.59 -0.75 0.07 -1.46 6.21 0,75 2_10 2 0.47 0.51 -0.49 -0.60 2.10 0,91. -0.75 8.47 0.77 1,50 3 0.60 0.49 -0.51 -0. 67 1,50 0.77 -0 .75 7 .53 0.91 2.10 4 0.75 0.59 -C.49 2.10 0.75 -1 .46 9.46 0.07 RExt 0.1.0 C.00 0.07 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay ------Shear (k ) Moment(f-k ) --- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.10 7.33 0.01 RSup 0.07 6.23 0,01 RSup 0.02 0.04 1 RLap -0.59 7.33 0.08 MidS -1.46 6. 14 0.24 RSup 0.18 ••••9.12 0.78 2 LLap 0.51 2.44 0.21 LLap 0.91 4.01 0.23 LLap 0.28 -0.06 0.80 3 RLap -0.51 2.44 0.21 RLap 0.91 4 .01 0.23 RLap 0.28 -0.06 0.80 4 LLap 0.59 7.33 0.08 MidS -1.46 6.14 0.24 LSup 0.18 -0.12 0.78 RExt LSup 0.10 7.33 0.31 LSup 0.07 5.23 0.01 LSup 0.92 0.04 UNBRACED LENGTH: Bay Major Minor(ft) --Cb MOml/Mom2------- Id {ft) LSup LLap MidS RLap RSuo LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1,Ext 1.3 1.3 1.3 1.3 _.3 1 .3 2.30 2.30 2.30 2.30 2.30 1.06 1.00 1..00 1.00 1.00 1 15,7 12 .3 0.0 0.0 1.4 2 .0 1 .14 1 .00 1.00 1 .72 1.37 1. .00 1.00 1.00 0.00 0.36 2 16,0 2 .0 2. 1 0.0 1. .8 1.3 1 .31 1.76 1.00 1 ,75 1.25 0.43 0.00 1.00 0.00 0,52 3 16.0 1,3 1. .8 0.0 2.1 2.0 1 .25 1. 75 1.00 1.76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0.D 3,0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1.00 1 .00 RExt 1.3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2 .30 _.00 1.00 1 .00 1.00 1.00 LAP DOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) ----Right Lao(k )---- Id Cale Shear Bear UC Calc Shear Bear UC 1 0.31 4.42 2.68 0.12 2 0.22 4.42 1.86 0.12 0.28 4.42 1.86 0.15 3 0.28 4.42 1.86 0.15 0.22 4,42 1.86 0.12 4 0.31 4.42 2. 68 0.12 LOAD ID 2 : Dead+Col.lateral+Snow ANALYSIS: ) ___...._ -Momentlf-k ) Bay left left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Sic lap Sup LExt 0.00 -0.18 0,00 0.03 0.67 0.12 1 0.83 41 ,00 -1.27 0.12 -2.47 6.21 1,27 3.54 2 1.14 0.87 -0.83 -1.01 3.54 1.54 -1.27 8.47 1.31 2.54 3 1.01 0.83 -0.87 -1..14 2,54 1.31 -1.27 7 .53 1.54 3.54 4 1.27 1.00 -0.83 3.54 1.27 -2.47 9.46 0.12 RExt 0.18 0.00 0.12 0.03 0. 67 0.30 S'T`RENGTH/DEFLECT=ON: 155 2 LLap 1 .02 2 .44 0.42 LLap : .80 4 .01 0.45 LLap 0.56 -0.14 0.80 3 RLap -1.02 2.44 0.42 RLap 1.80 4.01 0.45 RLap 0.36 -0.14 0.80 4 LLao 1.17 7.33 0.16 MidS -2.89 6. 14 0.47 LSup 0.35 -0.27 0.78 RExt LSup 0.21 7.33 0.03 LSup 0. 14 6.79 0.02 LSup 0.03 0.08 UNBRACED LENGTH: Bay Major Minor (ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1.72 1.37 0.00 1.00 1.00 0.00 0.366 2 16.0 2.0 2.1 0.0 1.8 1.3 1 .31 1 .76 1.00 1.75 1 .25 0.43 0.00 1.00 0.00 0.52 3 16.0 1 .3 1 .8 0.0 2.1 2.0 1.25 1.75 1.00 1 .76 1.31 0.52 0.00 1.00 0.00 0.43 4 :5.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1 .00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.3C 2.30 0. 00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/SEARING: Bolt = 0.500 (A325 ) Bay Left Lap(:k ) Right_Lap (k )---- Id Caic Shear Bear OC Calc Shear Bear UC 1 0.61 4.42 2. 68 0.23 2 0.43 4.42 1.86 0.23 0.56 4.42 1 .86 0.30 3 0.56 4.42 1 .86 0.30 0.43 4.42 1.86 0.23 4 0. 61 4 .42 2 .68 0.23 T16-203 Purlin(Surface= 2, Id= 4) 6/21/16 3:35pm ROOF ?ORLIN Surface Id = 2 Rurlin Id = 4 Offset = 13.17 LAYOUT: (Partin Id= 4) Available Design Reduction Bay Length ---Lap (ft)-- Load No. Factor Id Part (ft) Left Right Width Brace Out In LExt 8X25Z13 1 .33 3.29 C 0.00 0.70 1 8X25213 15. 67 2.00 3.29 0 0.00 0.70 2 8X25Z16 16.00 2.00 1.33 3.29 0 0.00 0.70 3 8X25Z16 16.00 1 .33 2.00 3.29 0 0.00 0.70 4 8X25213 15.67 2.00 3.29 0 0.0C 0.70 RExt 8X25213 1 .33 3.29 0 0.00 0.70 LOAD ID 1 : Dead-Collateral+Live ANALYSIS: Shear(k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Suo Lap Lap Sup Sup Lap Mom Los Lan Sup 154 4 0.69 0.53 -0.55 1.13 -0.10 -1.90 8.72 0.02 RExt 0.04 0.00 0.02 0.00 0.67 0.00 STRENGTH/DEFECTION: Bay Shear (k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.02 7.33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 -0.02 1 RLap -0.21 7.33 0.03 RLap 1.05 6.40 0.16 RLap 0.14 0.08 0.78 2 LLap 0.51 2.44 0.21 MidS -1.33 3. 63 0.37 LLap 0.22 -0.20 0.80 3 RLap -0.13 2.44 0.05 RLap 0.82 3.43 0.24 RLap 0.18 0.14 0.80 4 RSup -0.55 7.33 0.08 MidS -1. 90 6. 14 0.31 LSup 0.11 -0.20 0.78 RExt LSup 0.04 7.33 0.01 LSup 0.02 6.23 0.00 LSup 0.00 0.06 UNBRACED LENGTH: Bay Major Minor (ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLao RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2 .30 2 .33 2.3" 1.00 1.00 1.00 1.00 1 .00 1 15.7 0.3 0.0 0.0 7.7 2.0 1. 69 1.00 1 .00 1.99 1.15 1.00 1 .00 1.90 0.00 0.69 2 16.0 2.0 0.7 0.0 0.4 1 . 3 1.49 1. 69 1 .00 1.68 1 .48 0.22 0.00 1.00 0.00 0.22 3 16.0 1.3 12.7 12.7 12.7 2.0 1.09 1.58 1.58 1.58 1.13 0.81 0.92 0.92 0.92 0.73 4 15.7 2.0 0.0 0.0 0.0 13.7 1 .85 1.00 1.00 1 .00 1 .13 -0.09 1.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1 .3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right Lap(k )---- Id Calc Shear Bear GC Calc Shear Bear UC 0.22 4.42 2 .68 0.08 2 0.16 4.42 1.86 0.08 0. 18 4.42 1 .86 0.09 3 0.18 4.42 1.86 0.09 0. 12 4.42 1.86 0.06 4 0.17 4.42 2 .68 0.06 LOAD ID 22 : Dead+Collateral+1.2UNB SL ANALYSIS: Shear(k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.09 -C.21 0.00 0.03 0. 67 0.14 1 0.98 -1.17 -1.49 0.14 -2.89 6.21 1.49 4.14 2 1.33 1.02 -0. 97 -1.18 4.14 1.80 -1.49 8.47 1 .53 2.97 3 1.18 0.97 -1.02 -1 .33 2.97 1 .53 -1.49 7 .53 1.80 4.14 4 1.49 1 .17 -0.98 4.14 1 .49 -2. 89 9.46 0.14 RExt 0.21 0.00 0.14 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear('s ) Moment (f-k ) -Mcm-Shr- Deflect(in) Id Loc Calc Limit GC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.21 7.33 0.03 RSup 0 .14 6.79 0.02 RSup 0.03 0.08 1 RLap -1.17 7.33 0.16 MidS -2.89 6.14 0 .47 RSup 0.35 -0.27 0.78 153 ANALYSIS: -Shear(k ) ----------Moment (f-k ) Bay Left Left Right Right Left Left MidSpac Right Right Id Sun Lap Lap Sup Sup lam Mom Loc Lap Sup LExt 0.00 -0.04 0.00 0.00 0.67 0.02 1 0.55 -0.53 -0. 69 0.02 -1. 90 6. 94 -0.10 1.13 2 0. 17 0.13 -0. 12 -0.15 1 .13 0.82 0.38 8.59 0.76 0.94 3 0. 60 0.49 -0.51 -0. 67 0.94 0.21 -1.33 7.55 0.33 1.52 4 0.25 0 .21 -0.06 1.52 1.05 -0.08 12.55 0.02 RExt 0.02 0.00 0.02 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Los Caic Limit GC Loc Calc Limit OC Loc UC Calc Limit LExt RSuo -0. 04 7.33 0.01 RSup 0.02 6.23 0.00 LSup 0.00 0.06 LSup 0.55 7.33 0.08 MidS -1. 9C 6.14 0.31 RSup 0.11 -0.20 0.78 2 1Lap 0.13 2.44 0.05 LLap 0.82 3.43 0.24 LLap 0. 18 0.14 0.80 3 RLap -0.51 2.44 0.21 MidS -1.33 3.63 0.37 RLap 0.22 -0.20 0.80 4 LLap 0.21 7.33 0.03 LLap 1.05 6.40 0. 16 LLap 0.14 0.08 0.78 RExt LSup 0.02 7 .33 0.00 LSup 0.02 6.23 0.00 LSup 0.00 -0.02 UNBRACED LENGTH: Bay Major Minor (ft) - Cb Mom1/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1 .3 1.3 2 .30 2.30 2.30 2.30 2.30 1.00 1.0C 1 .00 1 .00 1.00 1 15.7 13. 7 0.0 0.0 0.0 2.0 1.13 1.00 1 .00 1. 00 1.85 1.00 1.00 1 .00 1 .00-0.09 2 16.0 2. 0 12.7 12.7 12.7 1.3 1. 13 1.38 1.58 1.58 1.09 0.73 0.92 0.92 0.92 0.81 3 16.0 1 .3 0.400 07 2. 0 1.48 1.68 1.00 1. 69 1.49 0.22 0.00 1 .00 0.00 0.22 4 13.7 2.0 7.7 0.0 0.0 0.3 1.15 1.99 1.00 1.00 1. 69 0. 69 0.00 1 .00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1 .3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1 .00 1.0C 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Luft Lap(k ) ----Right Lap(k ) --- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.17 4.42 2.68 0.06 2 0.12 4 .42 1.86 0.06 0. 18 4.42 1 .86 0.09 3 0.18 4.42 1.86 0.09 0.16 4.42 1 .86 0.08 4 C .22 4.42 2 .68 0.08 LOAD ID 21 DeadTColiatera1+2 .0PAT LL 5 ANALYSIS: Shear (k ) - Moment (f-k ) Bay Left left Right Right Left Left MidSpan Right Right Id Sup Lao map Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.00 0.00 0.67 0.02 1 0.06 -0.21 -0.25 0.02 -0.08 3.12 1.05 1.52 2 0.67 0.51 -0.49 -0.60 1 .52 0.33 -1.33 8.45 0.21 0.94 3 0.15 0.12 -0.13 -0.17 0.94 0.76 0.38 7.41 0.82 1.13 152 ----- ----- ----- ---- 1 0.18 4 .42 2.68 0.07 2 0.12 4 .42 1.86 0.07 0.36 4 .42 1.86 0.20 3 0.36 4. 42 1. 86 0.20 C. 12 4.42 1. 86 0. 07 4 0.18 4.42 2 .68 0.07 LOAD ID 19 : Dead+Collateral+2.0PAT 11._3 ANALYSIS: Shear(k ) -Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.00 0.00 0. 67 0 .02 1 0.14 -0.14 -0.18 0.02 -0.44 6.74 0.04 0.37 2 0.13 0.09 -0. 17 -0.20 0.37 0.15 -0.03 6.23 0. 69 0.94 3 0.55 0.43 -0.56 -0.72 0.94 0.27 -0.98 6.95 1.00 2 .28 4 0.77 0.61 -0.48 2.28 0. 90 -1.42 9.65 0.02 RExt 0.04 0 .00 0.02 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc nC Calc Limit LExt RSup -0.02 7.33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 0.0C 1 RLap -0.14 7.33 0.02 MidS -0.44 6. 14 0.07 RSup 0.03 -0.01 0.78 2 RLap -0.17 2.44 0.07 RLap 0.69 3.84 0.18 RLap 0 .16 0.05 0.80 3 RLap -0.56 2.44 0 .23 MidS -0.98 3.63 0.27 RLap 0.31 -0.11 0.80 4 LLap 0.61 7.33 0 .08 MidS -1.42 6.14 0.23 LSup 0.19 -0.11 0.78 RExt LSup 0.04 7 .33 0.01 LSup 0.02 6.23 0.00 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major Minor(ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1 .00 1.00 1.00 1.00 1.00 1 15.7 13.3 0.0 0.0 0.3 2 .0 1 .14 1.00 1.00 1.68 1.59 1 .00 1.00 1.00 1.00 0.12 2 16.0 2 .0 2. 6 0.0 6.8 1.3 1 .34 1.90 1.00 2 .06 1.12 0.42 0.00 1.00 0.00 0.74 3 16.0 1.3 0.6 0.0 2.1 2.0 1.42 1.70 1 .00 1.75 1.31 0.29 0.00 1.00 0.0C 0.44 4 15.7 2.0 1 .7 0.0 0.0 12.0 1.34 1.73 1.00 1.00 1.14 0.40 0.00 1.00 1.00 1.00 RExt_ 1 .3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) Right Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.05 4.42 2. 68 0.02 2 0.04 4.42 1.86 0.02 0.18 4.42 1.36 0.09 3 0.18 4.42 1.86 0.09 0.23 4.42 1.86 0.13 4 0.34 4.42 2.68 0.13 LOAD ID 20 : Dead+Collateral+2 .CPAT LL 4 151 3 16.0 1.3 6.8 0.0 2.6 2.0 1.12 2.06 1.00 1 . 90 1.34 0.74 0.00 1 .00 0.00 0.42 4 15.7 2.0 0.3 0.0 0.0 13.3 1.59 1 .68 1 .00 1 .00 1 .14 0.12 1.00 1.00 1 .00 1.00 RExt 1.3 1.3 1 .3 1.3 1.3 1.3 2.30 2.30 2.30 2 .30 2.30 1.00 1.00 1.30 1 .00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right Lap(k ) ---- Id Calc Shear Bear UC Gals Shear Bear UC 1 0.34 4.42 2. 68 0. 13 2 0.23 4 .42 1.86 3.13 0.18 4.42 2 .86 0.09 3 0.18 4.42 1.86 0.09 0.04 4.42 1.86 0.02 4 0.05 4.42 2.68 0.02 LOAD ID 18 : Iead*Collateral+2. 3PAT LL_2 ANALYSIS: Shear(k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Los Lap Sup IExt 0.00 -0.02 0.00 0.00 0. 67 0.02 1 0.08 -0.19 -0.24 0.02 -0.15 4.08 0.78 1.21 2 0.59 0.43 -0.58 -0. 68 1.21 0.19 -0.98 7.42 1.10 1.94 3 0.68 0.58 -0.43 -0.59 1 .94 1.10 -0.98 8.58 0.19 1 .21 4 0.24 0.19 -0.08 1.21 0.78 -0.15 11.58 0.02 RExt 3.02 0.30 0.02 0. 00 0. 67 0.00 STRENGTH/DEFLECTION: Say Shear (k ) Momect(f-k ) -Mori+Shr- Deflect (in) Id Los Calc Limit UC Loc Calc Limit GC Loc UC Calc Limit IExt RSup -0.02 7 .33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 -0.01 1 RLap -0.19 7.33 0.03 RLap 0.78 6.45 0.12 RLap 0.11 0.06 0.78 2 Alan -0. 58 2.44 0.24 RLap 1.10 4.01 0.28 RLap 0.33 -0.11 0.80 3 LLap 0. 58 2.44 0.24 LLap 1.10 4 .01 0.28 LLap 0.33 -0.11 0.8C 4 LLap 0.19 7.33 0.03 LLap 0.78 6.45 0. 12 LLap 0.11 0.06 0.78 RExt LSup 0.02 7 .33 0.00 LSup 0.02 6.23 0.0C LSup 0.00 - UN3RACED LENGTH: Bay Major Minor(ft) Cb Mom1/Mom2 Id ('_t) LSup _Lap MIdS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RScp LExt 1 .3 1.3 1.3 1 .3 1.3 1.3 2.30 2 .30 2 .30 2.30 2.30 1 .00 1.00 1 .00 1.00 1.00 1 15.7 8.0 0.0 0.0 5.7 2.0 1 . 14 1.00 1.00 1. 89 1.17 1 .00 1.00 1.00 0.00 0.64 2 16.0 2 .0 0.5 0.0 2.3 1.3 1.56 1. 69 1.00 1.76 1.22 0.15 0.00 1.00 0.00 0.57 3 16.0 1 .3 2.3 0.0 0.5 2.0 1.22 1.76 1.00 1. 69 1 .56 0.57 0 .00 1 .00 0.00 0.15 4 15.7 2 .0 5.7 0.0 0.0 8.0 1.17 1.89 1 .00 1.00 1.14 0. 64 0.00 1 .00 1.00 1.03 RExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1 .00 1.00 1 .00 1.00 1.03 LAP BOLT SHEAF/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lao(k ) Right_Lap(k ) ---- Id Gals Shear Bear UC Calc Shear Bear GC 150 RExt LSup 0.16 7.33 0.02 LSup 0.11 6.79 0.02 LSup 0.03 0.02 Uf.'BRACED LENGTH: Bay Major ____..._Minor(ft, .. ._..._-C .. Moml/Mom2 Id (ft) LSup _.Lap MidS BLao RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1. 2.0 1.14 1..00 1.00 1.71 1.38 0.00 1.00 1.00 0,00 0.35 2 16.0 2.0 2.1 0.0 2.1 1.3 1.32 1.77 1.00 1.77 1.23 0.43 0.00 1.00 0.00 0.54 3 16.0 1.3 1.9 0.0 1.2 2.0 1.25 1.75 1.00 1..72 1.41 0.52 0.00 1.00 0.00 0.31 4 15.7 2.0 2.6 0.0 0.0 0.3 1.27 1.76 1.00 1.00 1 .68 0.49 0.00 1.00 1.00 0.00 RExt 1 .3 1.3 1.3 1.3 1.3 1 .3 2.29 2.29 2.29 2.29 2.29 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0,500 (A325 ) Bay -----Left_Lap(k ) Right_Lap('k )---- Id Cal Shear Bear (FC Calc Shear Bear ITC 1 0.51 4.42 2. 68 0.19 2 0, 36 4.42 1.86 0.19 0.52 4.42 1.86 5.28 3 0.52 4.42 1.86 0.28 0.28 4 .42 1.86 0.15 4 0.40 4.42 2,68 0.15 LOAD ID 17 t Dead+Collateral+2.02AT L1. 1 ANALYSIS: Shear(k )-------- Moment(f-'k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0-04 0.00 0.00 0.67 0.02 1 0.48 -0. 61 -0.77 0,02 -1.42 6.02 0.90 2.28 2 0.72 0.56 -0.45 -0.55 2.28 1.00 -0.98 9.05 0.27 0. 94 3 0.20 0.17 -0.09 -0.13 0.94 0. 69 -0.03 9.77 0.15 0.37 4 0, 1E 0.14 -0.14 0.37 0.04 -0.44 8.93 0.02 RExt 0.02 0.00 0.02 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )----- Moment (f-:c ) -Mom+Shr- Def'_ecc(i.n) Id Loc Calc Limit GC Loc Calc Limit GC Loc GC Calc Limit LExt RSup -0.04 7.33 0.01. RSup 0.02 6.23 0.00 LSup 0.00 0.04 1 RLap -0.61 7 .33 0.0E MidS -1 .42 6.14 0.23 RSup 0.19 -0.11 0.78 2 LLap 0.56 2 .44 0.23 MidS -0.98 3.63 0.27 LLac 0.31 -0.11 0.80 3 LLap 0.17 2.44 0.07 LLap 0,59 3.84 0.18 LLap 0.16 0.05 0.80 4 LLap 0.14 7.33 0.02 MidS -0.44 6.1.A 0.07 LSup 0.03 -0.01 0.78 RExt LSup 0.02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 0.00 0.00 PREPARED LENGTH: Bay Major --__...-MinorItt) -_-_....____Cb-__..... .. M;mi/Mon2__- :d (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1. 3 1.3 1 .3 1.3 1.3 2.30 2.40 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.0 0.0 0.0 1 .7 2.0 1.14 1.00 1.00 1.73 1.34 1. .00 1.00 1.00 0.00 0.40 16.0 2.0 2.1 0.0 0.6 1, 3 1.31 1.75 1.00 1.70 1.42 0.44 0.00 1.00 0.00 0.29 149 STRENGTH/DEFLECTI:GN: Bay Shear(k )----- ----Moment (.`-k ) -Mori+Shr- Deflect (in) Id Los Cabo Limit UC los Calc Limit GC Los 6C Caic Limit LExt RSup -0.16 7.33 0.02 RSup 0.11 6.79 C.02 RSup 0.03 0.02 1 Ri:Bp -0.62 7.33 0.08 RSup 1.61 7,48 0.22 RSup 0.22 -0.05 0.78 2 RLap -0.90 2.44 0.37 MidS -1.55 3. 63 0.43 RLap 0.47 -0.19 0.80 3 RLap -0.85 2.44 3, 35 RLap 1.51 4 .01 0.38 RLap 0.47 -0.10 0.80 4 LLap 1.00 7.33 0.1.4 MidS -2.50 6.14 0.41 LSup 0.29 -0.23 0.78 RExt LSup 0.18 7.33 0.02 LSup C.12 6.79 0.02 LSup 3.03 0.07 UNBRACED LENGTH: Bay Major ___-_--dinst(`t) _.- Oh- --Momi/Mom2 Id (ft) LSup LLap Mi1S R.Lap :Sup LSup LLap MidS RLap RSup LSup LLap M1dS RLap RSup LExt 1.3 1 .3 1.3 1..3 1 .3 1.3 2.29 2 .29 2.29 2 .29 2.29 0.00 0.00 0.00 0.00 0.00 1 7 0,3 0.0 0.0 2.6 2.0 1. 68 1.00 1.00 1.76 1.27 0.00 1.00 1.00 0.00 0.49 2 16.0 2.0 1.2 0.0 1.9 1. 3 1.41 1 .72 1.00 1. .75 1.25 0.31 0.30 1.00 0.00 0.52 3 16.0 1.3 2.1 0.0 2.1 2.0 1.23 1.77 1.00 1.77 1.32 0.54 0.00 1.00 0.00 0.43 4 15.' 2.0 1.3 0.0 0.0 12.3 1.38 1.71 1.00 1.00 1. 14 0.35 0.00 1.00 1 .00 0.00 RExt 1.3 1 .3 1 .3 1 .3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT' SHEAR/BARING: Bolt = 0.500 (A325 ) Bay _____Left Lap F2 )_____ - - _-dight Lap (k ) ---- Id Calc Shear Bear UC Cale Shear Bear UC 1 0.40 4 .42 2.68 0.15 2 0.28 4 .42 1.86 0.1.5 0.52 4 .42 1.86 0.28 3 0.52 4.42 1.86 0.28 0.36 4.42 _.86 0.19 4 0.51 4.42 2.68 0.19 LOAD ID 16 : Dead.+Ce_1atera1+Snow-PACT SL 2 ANALYSIS: Shear(k ) Moment (f-k } -- --- Bay :::.eft _eft Right Right Left Left MidSpan Right Right Id Sur Lap Bat Sup Sup lap Mom Los Lap Sup LExt 0.00 -0.18 0.00 0.33 3.67 0.12 1 0.94 -1.00 -1.27 0.12 -2.50 6.24 1.21 3.48 2 1.12 0 .85 -0.85 -1.03 3.48 1.51 -1.19 8.34 1.50 2.75 3 1.08 0.90 -0.81 -1. 07 2.75 1.44 -1 .55 8.30 0 . 86 2.74 4 0.77 0. 62 -0.44 2.74 1. .55 -1.13 10.00 0.11 RExt 0.16 0.00 0.11 0.03 0.67 5.00 STRENGTH/DEFLECTION: Bay Shear (k )--___ - -__Moment(£-k ) -MommShr- Def:eoc(in) Id Roc_ Gals Limit U'S Loc Cals Limit UC Loc 7C Calc Limit LExt RSuo -0.18 7 .33 0.02 RSup 0.12 6.79 0.02 RSup 0.03 0.07 1 RLap -1.00 7.33 0. 1.4 MidS -2.50 6.14 0.41 RSup 0.29 -0.23 0.78 2 LLap 0.85 2.44 0.35 LLap 1.51 4.01 0.38 LLap 0.47 -0.10 0.80 3 LLap 0.90 2.44 0.37 MidS -1.55 3.63 0.43 '_Lan 3.47 -3.-9 0.80 4 LLap 0.62 7.33 0.08 LSup 1.61 7.48 3.22 LSup 0.22 -0.05 0.78 148 Id Sup Lap Lap Sup Sup Lac Mom Loc Lap Sup LExt 0.00 -0.10 0.00 0.02 0.67 0.07 1 0.48 -0.58 -0.74 0.07 -1.40 6.15 0.79 2 .11 2 0.67 0.52 -0.46 -0.56 2.11 0.92 -0.82 8.70 0.56 1.24 3 0.52 0.42 -0.56 -0.72 1 .24 0.62 -0.50 6.71 1.56 2.84 4 1.23 0. 96 -0. 88 2 .84 0.65 -2.78 9.15 0.07 RExt 0.12 0.00 0.07 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.10 7.33 0.01 RSup 0.07 6.23 0.01 RSup 0.02 0.03 1 Riap -0.58 7.33 0.08 MidS -1.40 6.14 0.23 RSup 0.18 -0.11 0.78 2 LLap 0.52 2.44 0.21 LLap 0.92 4.01 0.23 LLap 0.28 -0.08 0.80 3 RLap -0.56 2.44 0.23 RLap 1.56 3. 94 0.40 RLap 0.39 0.01 0.80 4 LLap 0.96 7.33 0.13 MidS -2.78 6.14 0.45 LSup 0.24 -0.29 0 .78 RExt LSup 0.12 7.33 0.02 LSup 0.07 6.23 0.01 LSup 0.02 0.09 UNBRACED LENGTH: Bay Major Minor (ft) -Cb - Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2 .30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.2 0.0 0.0 1.5 2.0 1.14 1.00 1.00 1.72 1.36 1.00 1.00 1.00 0.00 0.37 2 16.0 2.0 2.1 0.0 1.4 1.3 1.31 1.76 1.00 1.73 1.30 0.43 0.00 1.00 0.00 0.45 3 16.0 1 .3 1.8 0 .0 3.7 2.0 1.27 1.77 1.00 1.85 1 .23 0.50 0.00 1.00 0.00 0.55 4 15.7 2.0 0.7 0.0 0.0 13.0 1.48 1. 69 1 .00 1.00 1 .14 0.23 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) Right_Lap (k )-- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.31 4.42 2.68 0.12 2 0.22 4.42 1.86 0.12 0 .23 4 .42 1.86 0.13 3 0.23 4.42 1.86 0.13 0.29 4.42 1.86 3.16 4 0.42 4.42 2.68 0.16 LOAD ID 15 : Dead+Collateral+Snow-PAT SL ANALYSIS: Shear(k ) -Moment(f-'k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.16 0.00 0.03 0. 67 0.11 1 0.44 -0. 62 -0.77 0 .11 -1 .13 5.66 1.35 2.74 2 1.07 0.81 -0.90 -1 .08 2.74 0.86 -1.55 8.00 1.44 2.75 3 1.03 0.85 -0.85 -1.12 2.73 1.50 -1.19 7. 66 1.51 3.48 4 1.27 1.00 -0.84 3.48 1.21 -2. 50 9.43 0.12 RExt 0.18 0.00 0.12 0.03 0. 67 0.00 147 f 3 0.37 4.42 1.86 0.20 0.38 4.42 1. 86 0.21 4 0.55 4 .42 2.68 0.20 LOAD ID 13 : Dead+Collateral+Snow/2+PAT SL 1 ANALYSIS: Shear (:[ ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 3.00 -C.12 0.00 0.02 0.67 0.07 1 0.88 -0. 96 -1.23 0.07 -2.78 6.52 0.65 2.84 2 0.72 0.56 -0.42 -0.52 2.84 1 .56 -0.50 9.29 0.62 1 .24 3 0.56 0.46 -0.52 -0. 67 1.24 " 55 -0.82 7.30 0.92 2.11 4 0.74 0.58 -0.48 2.11 0.79 -1.40 9.32 0.07 RExt 0.10 0.00 0.07 0 .02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit DC Loc UC Calc Limit LExt RSup -0.12 7.33 0 .02 RSup 0.07 6.23 0.01 RSup 0.02 0.09 1 RLap -0. 96 7.33 0.13 MidS -2.78 6. 14 C.45 RSup 0.24 -0.29 0.78 2 LLap 0.56 2.44 0.23 LLap 1.56 3. 94 0.40 LLap 0.39 0.01 0.80 3 RLap -0.52 2.44 0.21 RLap 0.92 4.01 0.23 RLap 0.28 -0.08 0.80 4 LLap0.58 7 .33 0.08 MidS -1.40 .14 0.23 LSup 0.18 -0.11 0.78 c RExt LSup 0. 10 7.33 0.0' LSup 0.07 6.23 0.01 LSup 0.02 C .03 UN3RACED LENGTH: Bay Major Mincr (ft) Cb Moml/Moa,2 Id (ft) LScp LLap MidS RLap RSup LSur LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2 .30 2.30 1.00 1.00 1 .00 1.00 1.00 1 15.7 13.0 0.0 0.0 0.7 2.0 1 .14 1. 00 1.00 1. 69 1.48 1.00 1 .00 1.00 0.00 0.23 2 16. 0 2.0 3.7 0.0 1 .8 1.3 1.23 1.85 1.00 1.77 1.27 0.55 0. 00 1.00 0.00 0.50 3 16.0 1.3 1.4 0.0 2 .1 2.0 1.30 1 .73 1.00 1.76 1.31 0.45 0.00 1.00 0.00 0.43 4 15.7 2.0 1.5 0.0 0.0 12 .2 1.36 1 .72 1.00 1.00 1.14 0.37 0.00 1. 00 1.00 1.00 RExc 1 .3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1. 00 1.00 1. 00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0 .500 (A325 ) Bay Left_Lap(-k ) Right_Lap(k ) -- Id Calc Shear Bear UC Calc Shear Bear CC 1 0.42 4 .42 2. 68 0.16 2 0.29 4 .42 1.86 0.16 0.23 4 .42 1.86 0.13 3 0.23 4. 42 1.86 0.13 0.22 4 .42 1.86 0.12 4 0.31 4 .42 2.68 0. 12 LOAD ID 14 : Dead+Collateral+Scow/2+?AT SL 2 ANALYSIS: Shear(k ) Momect(f-s ) Bay Left Left Right Right Left Left MidSpan Right Right 146 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A323 ) Bay Left_Lap(k ) Right Lap(k ) ---- Id Calc Shear Bear UC Gala Shear Bear UC 0 .40 4.42 2 .68 0.15 2 0.28 4.42 1.86 0. 15 0.56 4.42 1 .86 0.30 3 0.56 4.42 1.86 0.30 0 .28 4.42 1 .86 0.15 4 0.40 4.42 2. 68 0.15 LOAD ID 12 : Dead+Col_ateral+Snow/2+PAT SL 5 ANALYSIS: Shear(k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.10 0.00 0.02 0. 67 0.07 1 5.49 -0.57 -0.72 0.07 -1 .49 6.34 0.59 1 .88 2 3. 61 0.46 -0.52 -0.63 1.88 0.81 -0.54 7. 90 1.23 2.00 3 3.97 0.79 -0.91 -1.18 2.00 0.83 -1.49 7.20 1. 62 3.72 4 1.29 1.02 -0.82 3.72 1 .42 -2 . 43 9.57 0.07 RExt 0.12 0.00 0.07 0.02 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom-Shr- Deflect (in) Id Loc Calc Limit UC Lot Calc Limit UC Loc UC Calc Limit LExt RSup -0.10 7 .33 0.01 RSup 3.07 6.23 0.01 RSup 0.02 0.04 RLap -0.57 7.33 0.08 MidS -1.49 6.14 0.24 RSup 0.16 -0.13 0.78 2 RLap -0.52 2.44 0.21 RLap 1.23 3.99 0.31 RLap 0.33 -0.01 0.80 3 RLan -0. 91 2.44 0.38 MidS -1.49 3.63 0.41 RLap 0.50 -0.16 0.80 4 LLap 1.02 7.33 0.14 MidS -2.43 6.14 0.40 LSup 0.31 -0.21 0.78 RExt LSup 0. 12 7 .33 0.02 LSup 3.07 6.23 0.01 LSup 0.02 0.07 UNBRACED LENGTH: Bay Major Minor (ft) Cb Mom1/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1 .00 1.00 1.00 1.0C 1.00 1 15.7 12.5 0.0 0.0 1. 1 2 .0 1. 14 1.00 1 .00 1.71 1 .41 1.00 1.00 1.00 0.00 0 .31 2 16.0 2.0 2.2 0.0 3.0 1.3 1.32 1 .78 1 .00 1.82 1.19 0.43 0.00 1.00 0.00 0.62 3 16.0 1.3 1.2 0.0 2.1 2.0 1 .32 1.72 1.00 1.76 1.31 0.41 0.00 1.00 0.30 0.44 4 15.7 2.0 1. 600 0.0 12.1 1.35 1.72 1.00 1.03 1 .14 0.38 0.00 1.00 1 .00 1.00 RExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.33 2.30 2.33 2.30 1.00 1.00 1 .00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right_Lap (:k ) --- :d Calc Shear Bear UC Calc Shear Bear UC 1 0.28 4.42 2. 68 0.10 2 0.19 4.42 1.86 0.10 0.37 4 .42 1.86 0.20 145 A Bay Major Minor(ft) Cb Mond/Mom2 Id (£t) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1 .3 2 .30 2.30 2.30 2 .30 2.30 1.00 1.00 1.00 1. 00 1.00 1 15.7 12.1 0.0 0.0 1. 6 2 .0 1.14 1.00 1 .0C 1.72 1.35 1 .00 1.30 1.00 0.00 0.38 2 16.0 2.0 2.1 0.0 1.2 1.3 1.31 1.76 1.00 1.72 1.32 0.44 0.00 1.00 0.00 0.41 3 16.0 1.3 3.0 0.0 2.2 2.0 1.19 1.82 1.00 1.78 1.32 0. 62 0.00 1.00 0.00 0.43 4 15.7 2.0 1.1 0.0 0.0 12.5 1.41 1.71 1.00 1 .00 1 .14 0.31 0.00 1.00 1.00 1.00 RExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.503 (A325 ) Bay Left_Lap(k ) Right_Lap (k ) Id Calc Shear Bear UC Calc Shear Bear DC 0.55 4.42 2.68 0.20 2 0.38 4. 42 1.86 0.21 0.37 4.42 1.86 3.23 3 0.37 4.42 1.86 0.20 0.19 4 .42 1.86 0.10 4 0.26 4.42 2. 68 0.10 LOAD ID 11 : Dead-Collateral+Snow/2+PAT S 4 ANALYSIS: Shear (k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Dap Lap Sup Sup Lao Mom Loc Lap Sup LEx= 0.00 -0.10 0.00 0.02 0. 67 0.07 1 0.44 -0. 62 -0.77 0.07 -1.18 5.67 1.30 2.69 2 1.36 0.79 -0.91 -1.09 2.69 0.84 -1.48 7.87 1.62 2.96 3 1.090i_.96 -0.79 -1 .36 2.96 1 .62 -1.48 8.13 0.84 2.69 4 0.77 3. 62 -0.44 2.69 1.30 -1.18 10.00 0.07 REx= 0.10 0.00 0.07 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Mocien_ (f-.0 ) -Mom-Shr- Deflect (in) Id Loc Calc Limit NC Loc Calc Limit OC Loc OC Calc Limit LEx- RSup -0. 10 7.33 0.01 RSup 0.07 6.23 0.31 RSup 0.02 0.02 1 RLap -0. 62 7.33 0.08 RS-up 1.58 7 .48 0.21 RSup 0.22 -0.06 0.78 2 RLap -0.91 2 .44 0.37 MidS -1.48 3.63 0.41 RLap 0.50 -0.17 0.80 3 LLap 0 .91 2.44 0.37 MidS -1.48 3.63 0.41 LLap 0.50 -0.17 0.80 4 LLap 0 .62 7.33 0.08 LSup 1.58 7.48 0.21 LSup 0.22 -0.06 0.78 RExt LSup 0 .10 7.33 0.01 LSup 0.07 6.23 0.01 LSup 0.02 0.02 =BRACED LENGTH: Bay Major Minor (ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap aids RLap RSup LExt 1.3 1.3 1.3 1 .3 1.3 1.3 2.30 2.3C 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 11.2 0.0 0.0 2.5 2.0 1.14 1.00 1.00 1.76 1.28 1.00 1.00 1.00 0.00 0.48 2 16.0 2 .0 1.2 0.0 2.1 1.3 1.41 1.72 1.00 1.76 1.23 0.31 0.00 1.00 0.00 0.55 3 16.0 1.3 2.1 0.0 1.2 2.0 1.23 1.76 1 .00 1 .72 1.41 0.55 0.00 1.00 0.00 0.31 4 15.7 2.0 2.5 0.0 0.3 11 .2 1.28 1.76 1.00 1.00 1.14 0.48 0.00 1 .00 1.00 1 . 00 REx= 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.0C 1.00 1.0C 144 LExt RSup 0.18 7.33 0.03 RSup -0.11 6.14 0.02 RSup 0.03 -0.05 1 LSup -0.55 7.33 0.07 MidS 1.34 5.23 0.26 RSup 0.15 0.17 0.78 2 LLap -3.44 2.44 0.18 LLap -0.81 3.63 0.22 LLap 0.24 0.08 0.80 3 RLap 0.44 2.44 0.18 RLap -0.81 3.63 0.22 RLap 0.24 0.08 0.80 4 RSup 0.55 7.33 0.07 MidS 1.34 5.23 0.26 LSup 0.15 0.17 0.78 RExt LSup -0.18 7.33 0.03 ISup -0.11 6.14 0.02 LSup 0.03 -0.05 UNBRACED LENGTH: Bay Major Minor(ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 0.0 0.0 0.0 0.0 2.30 1.00 1.00 1 .00 1.0C 0.00 1.00 1.00 1.00 1.00 15.7 0.0 12 .3 12.3 0.0 0.0 1.00 1.13 1.13 1 .00 1.00 1.00-0.04-0.04 1 .30 1.00 2 16.0 0.0 0.0 8. 6 0.0 0.0 1 .00 1.00 1 .14 1.00 1 .00 1.00 1 .00 1.00 1.00 1.00 3 16.0 0.0 0.0 8.6 0.0 0.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 15.700 0.0 12.3 12.3 0.0 1.00 1.00 1 .13 1 .13 1.00 1.00 1.00-0.04-0.04 1.00 RExt 1.3 0.0 0.0 0.0 0.0 1 .3 1.00 1.00 1.00 1.00 2.30 1.00 1 .00 1.00 1.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) Right_Lap(k ) ---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.27 4.42 2 .68 0.10 2 0.19 4.42 1.86 0. 10 0.23 4.42 1 .86 0. 12 3 0.23 4.42 1.86 0.12 0.19 4.42 1 .86 0.10 4 0.27 4.42 2. 68 0.1C LOAD ID 10 : Dead+Collateral-Snow/2+PAT SL 3 ANALYSIS: Shear(k ) Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap pap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.'_2 0.30 0.02 0.67 0.07 1 0.82 -1.02 -1.29 0.07 -2.43 6.10 1 .42 3.72 2 1.18 0.91 -0.79 -0.97 3.72 1.62 -1.49 8.80 0.83 2.00 3 0.63 0.52 -0.46 -0. 61 2.30 1.23 -0.54 8.10 0.81 1.88 4 0.72 0.57 -0.49 1.88 0.59 -1.49 9.33 0.07 RExt 0.10 0.00 0.07 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.12 7.33 0.02 RSup 0.07 6.23 0.01 RSup 0 .02 3.07 1 RLap -1 .02 7.33 0.14 MidS -2.43 6.14 0.40 RSup 0.31 -0.21 0.78 2 LLap 0.91 2.44 0.38 MidS -1.49 3. 63 0.41 LLap 0.50 -0.16 0.80 3 LLap 0.52 2.44 0.21 LLap 1.23 3.99 0.31 LLap 0.33 -0.01 0.80 4 LLap 0.57 7 .33 0.08 MidS -1.49 6.14 0.24 LSup 0.16 -0.13 0.78 RExt LSup 0.10 7.33 0.01 LSup 0. 07 6.23 0.01 LSup 0.02 0.04 UNBRACED LENGTH: 143 1 0.55 -C. 67 -0.85 0.05 -1. 65 6.18 0.84 2 .36 2 0.76 0.58 -0.55 -0. 67 2 .36 1.03 -0.84 8.48 0.86 1 .68 3 0. 67 0.55 -0.58 -0.76 1. 68 0.86 -0.84 7.52 1.03 2.36 4 0.85 0. 67 -0.55 2.36 0.84 -1.65 9.49 0.05 RExt 0.07 0.00 0.05 0.01 0.67 0.00 STRENGTH/DEFECTION: Bay Shear(k ) Monent(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit OC Los Calc Limit UC Loc VC Calc Limit LExt RSup -0.07 7.33 0.01 RSup 0.05 6.23 6.01 LSup 0.00 0.05 1 RLap -0.67 7.33 0.09 MidS -1. 65 6. 14 0.27 RSup 0.20 -0.15 0.78 2 LLap 0.58 2.44 0.24 LLap 1.03 4.01 0.2E LLap 0.32 -0.07 0.80 3 RLap -0 .58 2.44 0.24 ?Lap 1.03 4.01 0.26 RLap 0.32 -0.07 0.80 4 LLap 0. 67 7 .33 0.09 MidS -1. 65 6.14 0.27 LSup 0.20 -0.15 0 .78 RExt LSup 0. 07 7.33 0.01 LSup 0.05 6.23 0.01 LSup 0.00 0.05 UNBRACED LENGTH: Pay Major Minor(ft) Cb Mov.l/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1.3 1.3 1 .3 2.30 2 .30 2 .30 2.30 2.30 1.00 1.0C 1.00 1_00 1.00 1 15.7 12.3 0.0 0.0 1.4 2 .0 1.14 1 .00 1.00 1 .72 1.37 1 .00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1 .3 1 .31 1.76 1.00 1 .75 1 .25 0.43 0.00 1 .00 0.00 0.51 3 16.0 1 . 3 1.8 0.0 2.1 2 .0 1.25 1.75 1.00 1 .76 1.31 0.51 0.00 1.00 0.00 0.43 4 15.7 2.0 1 .4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1.00 1.00 RExt 1 .3 1.3 1.3 1 .3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right Lap(k )-- Id Calc Shear Bear DC Calc Shear Bear OC 1 0.35 4.42 2.68 0.13 2 0.24 4.42 1.86 0.13 0.31 4.42 1.86 3.17 3 0.31 4.42 1.86 0.17 0.24 4.42 1.86 0.13 4 0.35 4 .42 2. 68 0.13 LOAD ID 9 : 0. 6Dead+Wind Suctionl ANALYSIS: Shear (k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Los Lap Sup LExt 0.00 0.18 0.00 -0.03 0.67 -0.11 1 -0.55 0.52 0. 65 -0. 1.1 1.39 602. -0. 65 -1.81 2 -0.57 -0.44 0.41 0.50 -1.81 -0.81 0. 62 8.54 -0.63 -1.23 3 -0.50 -0.41 0.44 0.57 -1.23 -0. 63 0.62 7.46 -0.81 -1.81 4 -0. 65 -0 .52 0.55 -1.81 -0. 65 1.34 9. 65 -0. 11 RExt -0.18 0. 00 -0.11 -0.03 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit JC Los Calc Limit UC Loc CC Cabs Limit 142 LOAD ID 7 : 0.BDead+0.80ollateral+0.33Snow+1.07Wind Pressure1+0.33Snow D ANALYSIS: Shear (k ) - Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sun Lap Mom Loc Lap Sup LExt 0.00 -0.07 0.00 0.01 0.67 0.05 1 0.55 -0.67 -0. 85 0.05 -1. 65 6.18 0.84 2 .36 2 0.76 0.58 -0.55 -0.67 2.36 1.03 -0.84 8.48 0.86 1.68 3 0.67 0.55 -0.58 -C.76 1 .68 0.86 -0.84 7.52 1.03 2.36 4 0.85 0. 67 -0.55 2.36 0.84 -1.65 9.49 0.05 RExt 0.07 0.00 0.05 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) -- Moment(£-k ) -Mon-Shr- Deflect(in) Id Loc Calc Limit DC Loc Calc Limit OC Loc DC Calc Limit LExt RSup -0.07 7.33 0.01 RSup 0.05 6.23 0.01 LSup 0.00 0.05 1 RLap -0.67 7.33 0.09 MidS -1. 65 6.14 0.27 RSup 0.20 -0.15 0.78 2 LLap 0.58 2.44 0.24 LLap 1.03 4 .01 0.26 LLap 0.32 -0.07 0.80 3 RLap -0.58 2.44 0.24 RLap 1.03 4.01 0.26 RLap 0.32 -0.07 0.80 4 LLap 0. 67 7.33 0.09 MidS -1 .65 6.14 0.27 LSup 0.20 -0.15 0 .78 RExt LSup 0.07 7.33 0.01 LSup 0. 05 6.23 0. 01 LSup 0.00 0.05 ONBRACED LENGTH: Bay Major - Minor(f7)------- Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup Slap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1.72 1.37 1.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.51 3 16.0 1.3 1 .8 0.0 2. 1 2.0 1.25 1.75 1.00 1.76 1.31 0.51 0.00 1 .00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1 .00 1.14 0.36 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2 .30 2.30 1.00 1.00 1. 00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k ) Right Lap(k )---- Id Calc Shear Bear DC Calc Shear Bear OC 1 0.35 4.42 2. 68 0.13 2 0.24 4.42 1.86 0.13 0.31 4.42 1.86 0.17 3 0. 31 4. 42 1. 86 0. 17 3.24 4. 42 1. 86 3. 13 4 0.35 4.42 2. 68 0.13 LOAD ID B : 0.8Deadr0.8Collatera1+0.33Snow-1.07Wind Pressure1+0.33S1ide ANALYSIS: -Shear(k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.07 0.00 0.01 0. 67 0.05 141 Bay Left Lap (4 ) Right_Lap(k ) ---- Id Cala Shear Bear UC Calc Shear Bear UC 1 0.28 4.42 2.68 0.10 2 0. 19 4.42 1.86 0.10 0.25 4.42 1.86 0.13 3 0.25 4.42 1.86 0.13 0.19 4.42 1. 86 0.10 4 0.28 4.42 2.68 0.10 LOAD IL 6 : 0.BDead+0.8Collatera1+0.33Snow+1.07wind_Pressurel ANALYSIS: Shear(k ) - Moment(f-k ) Bay Left Left Right Right Left Left MidSpau Right Right Id Sur Lap Lap Sup Sup Lap Mom Lac Lac Sup LExt 0.00 -0.07 0.00 0.01 0. 67 0.05 1 0.55 -0. 67 -0.85 0.05 -1.65 6.18 0.84 2.36 2 0.76 0.58 -0.55 -0. 67 2 .36 1 .03 -0.84 8.48 0.86 1.68 3 0. 67 0.55 -0.58 -0.76 1. 68 0.86 -0.84 7.52 1.03 2.36 4 0.85 0. 67 -0.55 2.36 0.84 -1 .65 9.49 0.05 RExt 0.07 0.00 0.05 0.01 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom+Shr- Deflect(-n) Id Loc Cala Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0 .07 7.33 0.01 RSup 0.05 6.23 0.01 LSup 0.00 0.05 1 RLap -0 . 67 7.33 0.09 MidS -1.65 6.14 0.27 RSup 0.20 -0. 15 0.78 2 LLap 0.58 2 .44 0.24 LLap 1 . 03 4.01 0.26 LLap 0.32 -0.07 0.80 3 RLap -0 .58 2.44 0.24 RLap 1.03 4 .01 0.26 RLap 0.32 -0.07 0.80 4 LLap 0 .67 7.33 0.09 MidS -1. 65 6. 14 0.27 LSup 0.20 -0.15 0.78 RExt LSup 0.07 7.33 0.01 LSup 0.05 6.23 0.01 LSup 0.00 0.05 UNBRACED LENGTH: Bay Major Minor(ft) Cr--------- - Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSap LLap MidS RLap RSup LSup Leap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1 .00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1. 14 1.00 1 .00 1.72 1.37 1.00 1 .00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0. 00 1.00 0.00 0.51 3 16.0 1 .3 1 .8 0.0 2.1 2.0 1.25 1.75 1 .00 1.76 1 .31 0.51 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0. 3 0.0 12.3 1 .37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1 .00 1 .00 RExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2 .30 2.30 2.30 1 .00 1.00 1.00 1 .00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) La Bay Left_ (k ) R'p --- rght_Lap(k ) Id Calc Shear Bear UC Cala Shear Bear UC 1 0.35 4.42 2 .68 0.13 2 0.24 4.42 1.86 0. 13 0.31 4.42 1.86 0. 17 3 0.31 4 .42 1 .86 0.17 0.24 4.42 1.86 0.13 4 0.35 4.42 2. 68 0.13 140 LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0. 00 0. 00 0. 00 0.00 0. 00 1 15.7 12 .3 0.0 0. 0 1.4 2.0 1.14 1.00 1 .00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1 .25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.52 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.0C 1.00 0.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0. 500 (A325 ) Bay Left Lap(k ) Right Lap(k ) --- Id Calc Shear Bear GC Cab Shear Bear UC 0.52 4.42 2. 68 0.19 2 0.36 4.42 1.86 0.20 0.48 4.42 1. 86 0.26 3 0.48 4 .42 1.86 0.26 0.36 4.42 1.86 0.20 4 0.52 4.42 2. 68 0.19 LOAD ID 5 : 0.8Dead+0.8Collateral+0.33Live+1.074dind Pressurel ANALYSIS: Shear(k ) -Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.C5 0.00 0.01 0. 67 0.03 1 0.44 -0.53 -0.67 0.03 -1.32 6. 17 0.67 1.88 2 0. 60 0.46 -0.44 -0.53 1 .88 0.82 -0. 67 8.48 0.69 1.34 3 0.53 0.44 -0.46 -0. 60 1.34 0.69 -0. 67 7.52 0.82 1.88 4 0.67 0.53 -0.44 1.88 0.67 -1.32 9.50 0.03 RExr 0.05 0.00 0.03 2.01 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Noaent (f-k ) -Mom+Shr- Def_ect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.05 7.33 0.01 RSup 0.03 6.23 0.00 LSup 0.00 0.04 1 R:ap -0.53 7 .33 0.07 MidS -1.32 6.14 0.22 RSup 0.16 -0.11 0.78 2 LLap 0.46 2.44 0.19 LLap 0.82 4 .01 0.20 LLap 0.25 -0.06 0.80 3 RLap -0.46 2.44 0. 19 RLap 0.82 4.01 0.20 RLap 0.25 -0.06 0.80 4 LLap 0.53 7.33 0.07 MidS -1.32 6.14 0.22 LSup 0.16 -0.11 0.78 RExt LSup 0. 05 7.33 0. 01 LSup 0. 03 6.23 0. 00 LSup 0. 00 0. 04 UNBRACED LENGTH: Bay Major Minor(ft) - Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1 .3 1.3 1 .3 1 .3 2 .30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1.72 1.37 1.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.44 0.00 1.00 0.00 0.51 3 16.0 1.3 1. 8 0.0 2.1 2.0 1.25 1.75 1 .00 1.76 1.31 0.51 0.00 1.00 0.00 0.44 4 15.7 2 .2 1 .4 0.0 0.0 12.3 1.37 1.72 1.00 1 .00 1.14 0.36 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.20 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.520 (A325 ) 139 2 LLap 0 .87 2.44 0.36LLap 1.54 4,01 0.38 LLap 0.48 -0.12 0.80 3 RLap -0 ,87 2.44 0,36 RLap 1.54 4 .01 0.38 RLap 3,48 -0.12 0.80 4 'LLap 1.30 7.33 3.14 MidS -2.47 6.14 0.40 LSup 0.30 -0.22 0.78 RExt _'.Sup 0.18 7.33 0.02 LSup 0.12 6.79 0.02 LSup 0.03 0.07 UNBRACED LENGTH: Bay Major ------Minor. (ft)------ Oh Moml/Mem2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1. .3 1.3 1,3 1 .3 1 .3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1 .00 1.72 1.37 0.00 1. .00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31. 1.76 1.00 1.75 1.25 0.43 3.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1 .00 1.76 1.31 0S2 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.30 1.00 0.00 RExt 1.3 1 .3 1.3 1 .3 1 .3 1,3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0,00 0.00 LAP BOLT SHEAR/BEAR-NG: Belt = 0.500 (A325 Bay _____Left Lap(k ) __....__ _____Righ tLap ( ) --- Id Calc Shear Bear SC Gale Shear Hear OC 1 0.52 4.42 2,48 0.19 2 0.36 4.42 1.86 0.20 0.48 4.42 1 .86 0.26 3 0.48 4 .42 1.86 0.26 0.36 4.42 1.86 0.20 4 0.52 4 . 42 2.68 0,19 LOAD LL 4 : DeadmColiazera imEnew-"Slide_Snow ANALYSIS: 0hear (k --Moment (f-k 7 Bay left Left Right Right Left Left Midsoan Right Right Id Sup Lap Lac Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.18 0.00 0.03 0. 67 0.12 1 0.83 -1. 0 -1.27 0.12 -2.47 6.21 1.27 3.54 2 1.14 0.87 -0.83 -1.01 3.54 1.54 -1.27 8.47 1.31 2.54 3 1.01 0.83 -0.87 -1.14 2.54 1 .31 -1.27 7.53 1.34 3.54 4 1 .27 1.00 -0.83 3.54 1,27 -2.47 9.46 0. 12 RExt 0.18 0.00 0.12 0,03 0.67 0.00 STRENGTH/DEFLECTION: Bay -- Shear (k ) ----- ------Moment(f-k ) -Mom+Shr- Deflect (in) Id Lou Cale Limit DC Lot Calc Limit UC Loc UC Cale Limit LExt RSup -0. 18 7.33 0.02 RSup 0.12 6.79 0.02 RSup 0.03 0.07 1 RLap -1.00 7.33 0.14 MidS -2 .47 6.14 0.40 RSup 0.30 -0.22 0.78 2 LLao 0. 87 2.44 0.36 LLap 1.54 4.01 0.38 LLap 0.48 -0. 12 0.80 3 RLap -0. 87 2.44 0.36 RLap 1.54 4.01 0.38 RLap 0.48 -0. 12 0.80 4 :.Lap 1. 30 7.33 0,14 MicS -2.47 6.14 0.40 LSup 0.30 -0.22 0.78 RExt .:.Sup 0. 1E 7.33 0.02 LSup 0.12 6, 79 2.02 LSup 0.03 77.27 JNBRACED LENGTH: Bay Major -----Minor (ft) Oh Moml/Mom2 Id (ft) LSup Liar MidS RLap RSup LSup ,LLap MidS RLap RSup LSup `_Lap MidS 12Lap RSup 138 4 1.27 1.00 -0.83 3.54 1 .27 -2.47 9.46 0.12 RExt 0.18 0.00 0.12 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay -Shear (k ) Moment (f-k ) -Mom+Shr- Deflect (in) Id Los Calc Limit dC Los Calc Limit UC Doc UC Calc Limit LExt RSup -0. 18 7.33 0.02 RSup 0.12 6.79 0.02 RSuo 0.03 0.07 1 RLap -1.00 7.33 0.14 MidS -2 .47 6.14 0.40 RSup 0.30 -0.22 0.78 2 LLap 0.87 2.44 0.36 LLap 1.54 4.01 0.38 LLap 0.48 -0. 12 0.80 3 RLap -0.87 2.44 0.36 RLap 1.54 4 .01 0.38 RLap 0.48 -0.12 0.80 4 LLap 1.00 7 .33 0.14 MidS -2.47 6.14 0.40 LSup 0.30 -0.22 0.78 RExt LSup 0.18 7 .33 0.02 LSup 0.12 6.79 0.02 LSup 0.03 0.07 UNBRACED LENGTH: Bay Major Minor (fr) -- Cb Mom1/Mom2 Id (ft) LSup LLap P4idS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2 .30 2.3C 2.3C 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1 .4 2.0 1.14 1.00 1.00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1 .8 1.3 1.31 1.76 1 .00 1.75 1 .25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.52 0.0C 1.00 0.00 0.43 4 15.7 2 .0 1.4 0.0 0.0 12.3 1.37 1 .72 1.00 1.00 1.14 0.36 0.00 1 .00 1.00 0.00 RExt 1.3 1 .3 1.3 1 .3 1.3 1 .3 2 .30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k )--- Right Lap(k ) ---- Id Calc Shear Bear UC Calc Shear Bear UC 1 0.52 4.42 2. 68 0.19 2 0.36 4.42 1 .86 0.20 0.48 4.42 1.36 0.26 3 0.48 4.42 1. 86 0.26 0.36 4.42 1. 86 0.20 4 0.52 4 .42 2. 68 0.19 LOAD ID 3 : Dead'-Collateral+Snow+Snow Drift ANALYSIS: --Shear(k ) Moment (£-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Los Lap Sup LExt 0.00 -0.18 0.00 0.03 0. 67 0.12 1 0.83 -1.00 -1.27 0.12 -2.47 6.21 1.27 3.54 2 1 .14 0.87 -0.83 -1.01 3.54 1.54 -1.27 8.47 1.31 2.54 3 1.01 0.83 -0.87 -1.14 2.54 1. 31 -1. 27 7.53 1.54 3.54 4 1.27 1.00 -0.83 3.54 1.27 -2.47 9.46 0.12 RExt 0.18 0.00 C.12 0.03 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Monenc (f-'k ) -Mom.-Shr Deflecc (in) Id Loc Cale Limit UC Loc Calc Limit UCC Loc UC Cale Limit LExt RSup -0.18 7 .33 0 .02 RSup 0.12 6.79 0.02 RSup 0.03 0.07 1 RLap -1 .00 7.33 0.14 MidS -2.47 6.14 0.40 RSup 0.30 -0.22 0.78 137 ANALYSIS: Shear(k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Sap Sup Sup Lap Mom. Loc Lap Sup LExt 0.00 -C. 10 0.03 0.02 0. 67 0.07 1 0.49 -0.59 -0.75 0.07 -1.46 6.21 0.75 2.10 2 0.67 0.51 -0.49 -0.60 2.10 0.91 -0.75 8.47 0.77 1 .50 3 0. 60 0.49 -0.51 -0.67 1.50 0.77 -0.75 7.53 0.91 2.10 4 0.75 0.59 -0.49 2.10 0.75 -1.46 9.46 0.07 RExt 0.10 0.00 0.07 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment (f-k ) -Mom.Shr- Deflect (in) Id Loc Calc Limit OC Loc Calc Limit UC Loc U0 Calc Limit LExt RSup -0. 10 7.33 0.01 RSup 0.07 6.23 0.01 RSup 0.02 0.04 1 Rap -0.59 7.33 0.08 MidS -1.46 6.14 0.24 RSup 0.18 -0. 12 0.78 2 LLap 0 .51 2.44 0.21 LLap 0.91 4.01 3.23 LLap 0.28 -0.06 0.80 3 RLap -0 .51 2.44 0.21 RLap C. 91 4.01 0.23 RLap 0.28 -0.06 0.80 4 LLap 0.59 7.33 0.08 MidS -1.46 6.14 0.24 LSup 0. 18 -0.12 0.78 RExt LSup 0. 10 7.33 0.01 LSup 0.07 6.23 0.01 LSup 0.02 0.04 ONBRACED LENGTH: Say Major Minor(ft) Ch Mom1/Mon2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.33 2.30 2.30 1.30 1 .00 1.00 1.00 1 .00 1 15.7 12.3 0.0 0.0 1.4 2 .0 1. 14 1 .00 1.00 1.72 1.37 1.00 1. 00 1.00 0.00 0.36 2 16.0 2 .3 2. 1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0. 52 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1. 30 1.76 1.31 0.52 0.00 1 .00 0.00 0.43 4 15.7 2.0 1.4 3.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1 .00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay LeftLap(k ) Right_Lap(k ) Id Calc Shear Bear UC Calc Shear Bear JC 1 0.31 4.42 2. 68 0.12 2 0.22 4.42 1.86 0.12 0.28 4.42 1.86 0.15 3 0.28 4.42 1.86 3.15 0.22 4.42 1.86 0.12 4 0.31 4.42 2.68 0.12 LOAD ID 2 : Dead+Collateral+Snow ANALYSIS: Shear(k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sun map Lao Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0 .18 0.00 0.03 0.67 0.12 1 0.93 -1 .00 -1.27 0.12 -2.47 6.21 1.27 3.54 2 1. 14 0. 87 -0.83 -1.01 3.54 1.54 -1 .27 8.47 1.31 2.54 3 1.01 0.83 -0.87 -1. 14 2.54 1.31 -1.27 7.53 1 .54 3.54 136 2 6.583 3.291 3.291 1.20 22 0.56 Mom-Shr 3 9.874 3.291 3.291 1.20 22 0.56 Mom-Shr 4 13.166 3.291 3.291 1.20 2 22 1.03 Mom-Shr 5 16.457 3.291 3.291 1.20 22 1.03 Nom+Shr 6 19.749 3.291 2.979 1.33 Y 22 0.94 Mom+Shr 21.082 1.333 Average= 1.22 LAYOUT: Bay Design ---Lap (ft)-- No. Unit Total Id Part Length Left Right Brace Weight Weight LExt 8X25Z13 1.33 0 5.4 32.2 I 8X25Z13 15. 67 2 .00 0 71.2 427.2 2 8X25Z16 16.00 2.00 1.32 0 54.1 324.8 3 8X25Z16 16.00 1.33 2.0C 0 54.1 324.8 4 8X25Z13 15. 67 2.00 0 71.2 427.2 RExt 8X25213 1.33 0 5.4 32.2 Total (lb)= 261.4 1568.4 LOAD COMBINATIONS: 22 - Dead+Collateral+1 .2UNB SL T16-203 Purlin(Surface= 2, Id= 1) 6/21/16 3:35pm ROOF PURLIN Surface Id = 2 Purlin Id = 1 Offset = 3.29 Edge Strip = 4 .00 LAYOUT: (Purlin Id= 1) Available Design Reduction Bay Length ---Lap (ft) -- Load No. Factor Id Part (ft) Left Right Width Brace Out In LExt 8X25Z13 1.33 3.29 0 C.00 0.70 1 8X25Z13 15.67 2.00 3.29 0 0.00 0.70 2 8X25216 16.00 2.00 1.33 3.29 0 0.00 0.70 3 8X25Z16 16.00 1.33 2.00 3.29 0 0.00 0.70 4 8X25Z13 15. 67 2.00 3.29 0 0.00 3.70 RExt 8X25Z13 1.33 3.29 0 0.00 0.70 LOAD ID I : Dead+Collateral-Live 135 -No. Add Su-` --Bay Id-- -Surface_Offset- *Add Id Id Start End Start End 0 * (65) PURLIN SYSTEMS: *Surf Nc. System Added_Purlins • Id System Id No. Id 2 1 1 0 3 1 1 0 * (66)ROOF OPENING LAYOUT: * Open -Location- Frame --Surface-- ----Bay---- -No. Id Use Id Opt Type Id Offset Id Offset Width Length Ref 0 * (67)ROOF OPENING FRAMING: =Open Jamb Head ----Support---- Panel * Id Type Type Type Opt Depth Opt Load • Code files used: * MAMSC.I0 * ROOFMA_MSC. 10 Version 4.0 * Panel Start • 0.000 T16-203 Design Code 6/21/16 3:35pm STRUCTURAL CODE: Design Basis : WS - Working Stress Hot Roiled Steel : AISC05 Cold Formed Steel : NAUS07 BUILDING CODE: Wind Code : MSC 10 (IBC 09) Seismic Zone : B MODULUS OF ELASTICITY Hot Rolled Steel . 29000 (ksi ) Cold Formed Steer : 29550 (ksi ) T16-203 Purlin Layout(Surface= 2) 6/21/16 3:35pm SURFACE LAYOUT: Surface No. Peak Id Length Row Space 2 21.082 6 1.333 PURLIN LOCATION: Purlin Surf Load Dead Show Max_Load Id Offset Space Width Load Report Id UC Report Notes 3.291 3.291 3.291 1.20 Y 22 0.56 Mom*Shr 134 10 0.99 11 1.00 12 0. 99 *(57)ADDITIONAL LOADS: *No. Add Surf Basic Load Load F D ---Surface_--- *Add Id Id Load Type Orn W1 W2 D1 D2 Start End 12 1 0 'U SNOW' 'D ' -38.5 -38.5 1.0000 17.0000 0.000 0.000 2 0 'U SNOW' 'D "L' -38.5 -38.5 17.0000 33.0000 0.000 0.000 3 0 'U SNOW' 'D "L' -38.5 -38.5 33.0000 49.0000 0.000 0.000 4 0 'U_SNOW' 'D "L' -38.5 -38.5 49.0000 65.0000 0.000 0.000 5 0 'U LIVE' 'D "L' -20.0 -20.0 1.0000 17.0000 0.000 0.000 6 0 _LIVE' 'D "L' -20. 0 -20.0 17.0000 33.0000 0.000 0.000 7 0 '❑_LIVE' 'D "L' -20.0 -20.0 33.0000 49.0000 0.000 0.000 8 0 'U LIVE' 'D "L' -20.0 -20.0 49.0000 65.0000 0.000 0.000 9 2 '❑_SNOW' 'D "T' -38.5 -38.5 0.0000 21.0819 0.000 66.000 10 2 '❑ SNOW' 'D "T' -38.5 -38.5 11.5224 21.0819 0.000 66.000 11 3 '❑_SNOW' 'D "T' -38.5 -38.5 0.0000 21.0819 0.000 66.000 12 3 'U SNOW' 'D "T' -38.5 -38.5 0.0000 9.5595 0.000 66.000 * (58)PURLIN LAPS: *Surf Data Set 1 Set_2 Set 3 * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan 2 '-' 0 3 '-' 0 * (59) 2URLIN LAPS: Extensions *Ext Data Set_l Set_2 Set_3 * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan -' 0 2 '-' 0 * (60) PURLIN STRAPS: No. * Opt Bay Straps/Bay '-' 0 * (61) PURLIN STRAPS: Extensions *Ext No. Bay Straps/Bay 1 0 2 0 * (62) PANEL SCREWS: * No. Screw Washer Screw Screw *Zone Zone Part Dia Dia Space Strength 4 'INT "10A ' 0.210 0.500 12 .000 2.800 'EDGE' '#3A ' 0.2:0 0.500 12.000 2.800 'CORN' '#3A ' 0.210 0.500 12.000 2.800 'BASE' '#178 ' 0.210 0.500 12.000 2.000 * (63)EXPANSION JOINTS: * No. *Exp Expansion Location * (64)ADDED PURLINS: 133 * (52)EXTENS=ON DESIGN LOADS: No. Load Wind Wind Load Id Dead Collat Live Snow Rain Press Suet 5 1 1.00 0.00 1. 00 0.00 0 .00 0.00 0.00 2 1.00 0.00 0. 00 1.00 0.00 0.00 0.00 3 0.80 3.00 0.33 0.00 0.00 1.07 0.00 4 0.80 0.00 0.00 0.33 0.00 1.07 0.00 5 0. 60 0.00 0.00 0.00 0.00 0.00 1.00 * (53)EXTENSION DESIGN LOADS: Deflection * No. Load Wind Wind Load Id Dead Collat Live Snow Rain Press Suc- 0 * (54)PANEL DESIGN LOADS: * No. Load -Add_Snow- ---Windl--- ---Windt--- Aux Load • Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 7 1 1 .00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1 .00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1 .00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1 .00 0.03 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 0 .80 0.00 0.00 0.33 0.00 0.00 0.00 1.07 0.00 0.0C 0.00 0 0.00 6 0. 60 0.00 3.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 3 0.00 7 1.00 1 .00 0.00 0.01 C.00 0.00 0.00 0.00 0.00 0.00 0.00 11 1.20 * (35) PANEL DESIGN LOADS: Deflection * No. Load -Add Snow- ---Windl--- ---Wind2--- Aux_Load * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 6 8 0.0C 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 0.00 0.30 0.00 1. 30 0.00 0.00 0.00 0.00 0.00 0.30 0.00 0 0.00 10 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.000.00 11 0 .00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 0 . 00 0.00 0.00 0.06 0.00 0.30 0.00 1.00 0.00 0.00 0.00 0 0.00 13 0.0C 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 1 .00 0.00 0.0C 0 0.00 * (56)AOXILIARY LOADS: * No. Aux Aux No. Add Add_Load * Aux Id Name Combs Id Coef 11 1 'PAT_S1_1 1 1 0.50 2 'PAT S'_2 1 4 0.53 3 _ T SL 3 2 1 0.50 2 0.50 4 PAT_S'_4 2 2 0.50 3 C.5C 5 'PAT_S-_3 2 3 0.50 4 0.30 6 'PAT 11_1 ' 2 5 0.50 6 0.50 7 'PA: LL 2 2 6 3.53 7 0.50 8 'PATLL_3 2 7 0.50 8 0.50 9 ' PAT_LL 4 2 5 0.50 7 0.57 10 'PAT 2 6 0.50 8 0.50 11 'DNS S' 4 9 1.00 132 16 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -1 .00 17 1.00 1.00 0.01 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 6 2_00 18 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 2.00 19 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8 2.00 20 1 .00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9 2.00 21 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 2.00 22 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11 1 .20 * (49) PURLIN DESIGN LOADS: Deflection * Surf No. Load -Add Snow- ---Windi--- ---Wind2--- Aux Load * Id Load Id Dead Collar Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 2 0 3 0 * (50)BRACING DESIGN LOADS: Frame * No. Load -Add_Sncw- Long_Wind Aux Load * Load Id Dead Collat live Snow Drift Slide Rain EW1 EW2 Seis Id Coef 12 1 0.80 0.80 0.00 0.33 0.00 0.00 0.00 1.07 0.00 0.00 0 0.00 2 0.80 0.80 0.00 0.33 0.00 0.00 0.00 0.00 1.07 0.00 0 0.00 3 0.80 0.80 0.00 0.33 0.33 0.00 0.00 1 .07 0.00 0.00 0 0.00 4 0.80 0.80 0.00 0.33 0.33 0.00 0.00 0.00 1.07 0.00 0 0.03 5 0.80 0.80 0.00 0.33 0.00 0.33 0.00 1.07 0.00 0.00 0 0.00 6 0.80 0.80 0 .00 0.33 0.00 0.33 0.00 0.00 1.07 0.00 0 0.00 7 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 8 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 9 0.80 0.80 0.00 0.33 0.00 0.00 0.00 0.00 0.00 0. 67 0 0.00 10 0. 80 0.80 0.00 0.33 0.33 0.00 0.00 0.00 0.00 0.67 0 0.00 11 0.80 0.80 0.00 0.33 0.00 0.33 0.00 0.00 0.00 0.67 0 0.00 12 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 * (51)BRACING DESIGN LOADS: Brace * No. Load -Add_Snow- Long_Wind Aux Load * Load Id Dead Collat Live Snow Drift Slide Rain EW1 E42 Seis Id Coef 14 13 1.00 1.00 0.00 1.00 0 . 00 0.00 0.00 1.00 0.00 0.00 0 C.00 14 1 .00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 C 0.00 15 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 0 0.00 17 1.00 1.00 0.00 1 .00 0.00 1.00 0.00 1.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 1.00300 1.00 0.00 0.00 1.00 0.00 0 0.00 19 0. 60 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 20 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 21 1 .03 1.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 22 1.02 1.02 0 .75 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 23 1.02 1.02 0.00 0.38 0.00 0.00 0.00 0.00 0.52 0.00 nn 0 24 1 .02 1.02 0.00 0.38 0.38 0.00 C.00 0.00 0.00 0.52 0 0.00 25 1.02 1.02 0.00 0.38 0.00 0.38 0.00 0.00 0.00 0.52 0 0.00 26 0.57 0.00 0.00 0.00 0.00 0 .00 0.00 0 .00 0 .00 0.70 0 0.00 131 OCT 00' T- 00'0 00'0 00.0 00'0 OC'0 00'0 00'0 CO'T 00'0 CO'T 00'T ST 00'7. Z 00'0 00'0 00'0 00'0 00'0 00'0 00'0 09'0 00'0 00' 1 00'1 6T 00"T T 00'0 OC'0 00'0 00'0 00'0 00'0 00'0 05'0 00'0 00': 00'T ET 00' T S 00'0 00'0 00'0 00'0 00'0 00'0 00'0 09'0 00'0 00'T 00'T Z. 00'T 6 00'0 OCTO 00'0 00'0 00'0 00'0 OC' C os'o 00'0 00'T 00'T TT 00' 1 E 00'0 00'0 00'0 00'0 CO'C 00'0 00'0 CS'0 00'0 00'T 00' T 01 G0'0 00'0 CO'C CO'T 00'0 00'0 00'0 00'0 00'0 00'0 OG'0 „9 '0 6 00 '0 0 00'0 00'0 00'0 LO'T 00'0 EE'o 00'0 EE'o 00'0 08'0 06 '0 8 00'0 0 00'0 00'0 00'0 LC' T 00'0 CO'C LEO EE'0 00'0 06'0 08'0 00'0 0 00'0 00'0 00'0 LO'i 00'0 00'0 00'0 EE'0 00'0 08'0 06'0 9 00'0 0 00'0 00'0 00'0 LC'T 00'0 00'0 00'0 00'0 EE'0 06'0 08'0 S 00'0 0 00'0 00'0 00'0 00'0 00'0 00'1 00' 0 00' 1 00'0 00'7 00'T 6 00'0 C 00'0 00'C 00'0 00'0 00'0 00'0 00'T 00'T 00'0 00'T 00' T E 00'0 0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 OC' T 00'0 00'T 00'T_ Z 0C' C 0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 CO'0 00'T CO'T 00 ' T T ZZ 0Z' T TT 00'0 00'0 00'0 00'0 00'0 00'0 00'0 T0'C 00'0 00'T 00'T ZZ CO'Z 01 00'0 00'0 00'0 00'0 00'0 00'0 00' 0 00'0 T0'0 00'1 00'T TZ 00'Z 6 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 TOO 00'1 00" T 07 00' E 00'0 OC'0 00'0 00'0 00'0 0O'0 CO'0 00'0 TC'0 00'T 00'T 61 00'Z L 00'0 00'0 00'0 00'0 0O'C 00'0 00'0 00'0 TO'0 00'1 00'T 8: 00' ? 9 00'0 00'C 00'0 00'0 00'0 00'C 00'0 00'0 TO'0 00'T 00' T LT 00—E- Z 00'0 00'0 00'0 00'0 00'0 00'0 00'0 OC'T 00'0 OC'T 00'T 97 00'T- T 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'1 00'0 00 00'1 ST 00' T Z 00'0 00'0 00'0 00'0 00'0 00'0 00'0 05'0 00'0 00'T 00'T 6T CO'T T 00'0 00'0 00'0 00'0 00'0 00'0 00'0 OS*0 00'0 00'T 00'1 ET OC'1 S 00'0 00'0 00'0 00'0 00'0 00'0 00'0 05'0 00'0 00'T 00'T ZT 00' T 6 00' C 00'0 00'0 00•C 00'0 00'0 00' 0 OS'0 00'0 OC' T CO'T TT 00' T E 00'0 00'0 00'0 00'0 00'0 00'0 00'0 05'0 00'0 00'T 00'1 CT 6 4.00 0.00 1.00 1.41 1.00 1 .73 1.73 . . Edge bottom. 7 4.00 4.00 1 .00 2 .22 1.00 2 .57 2.57 . . Corner top-left 8 4.00 4 .30 1.00 2.22 1.00 2.57 2.57 . . Corner top-right 9 4.00 4.00 1.00 2.22 1.00 2.57 2 .57 . . Corner bot-right 10 4.00 4.00 1.00 2 .22 1.00 2 .57 2.57 . . Corner bot-left 1 3 9 1 0. 00 0.00 1.00 1.00 1. 00 1. 00 i. 00 . . Interior 3 0.00 4.00 1 .00 1.41 1.00 1.73 1.73 . . Edge left 4 4.00 0.00 1.00 1.41 1.00 1.73 1.73 . . Edge top 5 0.00 4 .00 1.00 1.41 1.00 1.73 1.73 . . Edge right 6 4.00 0.00 1.00 1.41 1 .00 1.73 1.73 . . Edge bottom 7 4.00 4.00 1.00 2.22 1.00 2.57 2 .57 . . Corner top-left B 4.00 4.00 1.00 2.22 1.00 2 .57 2.57 . . Corner top-right 9 4. 00 4. 00 1.00 2.22 1. 00 2.57 2.57 . . Corner bot-right 10 4.00 4 .00 1.00 2.22 1.00 2.57 2.57 . . Corner bot-left 2 2 1 1 0.00 0.00 1.00 1 .00 1.00 1.00 1.00 . . Inter_ior 2 3 1 1 0.00 0.00 1.00 1.00 1.00 1.00 1.00 . . Interior * (46)EDGE AND CORNER ZONES - .ONGITUDINAL: * EW *Wind Surf No Zone Purlin * Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.30 1.00 . . Interior 1 3 1 1 0.00 0.00 1.00 . . Interior 2 2 1 1 0.00 0.00 1.00 . . Interior 2 3 1 1 0.00 0.03 1.00 . . Interior * (47)EXTENSION BASIC LOADS: Purlin Wind------- Panel_Wind *Ext Dead Collat Live Snow Rain Attach_Beam Facia_Beam Attach_Beam Facia Beam *Id Load Load Load Load :mad Press Suct Press Suct Press Suct Press Suct 1 2.00 0.50 20.00 80.00 0.00 0.00 -40 .97 0.00 0.00 12.66 -20. 11 0.00 0.00 2 2 .00 0.50 20.03 80.00 0.00 0.00 -40.97 0.00 3.00 12.66 -20.11 0.00 0.00 * (48)BURLIN DESIGN LOADS: * Surf No. Load -Add_Snow- ---Windl--- ---Wind2--- Aux Load * id Load Id Dead Collet Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 2 22 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0. 00 1. 00 0.00 0. 00 0.00 0. 00 0. 00 0.00 0. 09 0 0.00 3 1.00 1.00 0.30 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 4 1 .00 1.00 0.00 1 .00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 0.80 0.80 0.33 0.00 0.00 0.00 0.00 1.07 0.00 0.00 0.00 0 0.00 6 0.80 0.80 0.00 0.33 0.30 0.00 0.00 1.07 0.00 0.00 0.00 0 0.00 7 0.80 0.80 0.00 0.33 0.33 0.00 0.00 1.07 0.00 0.00 0.00 0 0.00 8 0.80 0.80 0.00 0.33 0.00 0.33 0.00 1.07 0.00 0.00 0.00 0 0.00 9 0. 60 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 1. 00 0. 00 0. 00 0 0.00 129 1 0 2 0 3 C 4 C * (38) FACIA/PARAPET SIZE: *Ext ----Extension Size Facia Arm Back Facia -Id Height Width Slope Elev Height Slope Slope Slope Project * (39) FACIA/PARAPET PURLINS: *Ext Puffin OS F-g IS FIg Set Set_Lap Max UGBL Peak Max Set *Id Type Brace Brace Tenth Ext Int Length Space Space Space * (40) FACIA/PARAPET PANELS: *Ext ---Roof_3anel-- ----Soffit Panel--- -Front_Panel-- ----Bac.k_Panel -Id Size SSeam Size Rot Space Size SSeam Size Rot Space * (41)EXTENSION BRACING: NExt Run Max_Pan Brace User_Selected_Bays *:d Brace Shear Type No. Bay Id 1 'N' 80.0 '--' 0 2 'N' 80 .0 '--' 0 * (42)WALL BASE ELEVATION/DEAD: *Wall Base Wall Sets --% • Id Elev Dead Opt Seis Wind 1 9.00 3.00 0.00 0.00 2 9. 00 3.00 'Y' 0.00 0.00 3 9.00 3.00 'Y' 0.00 0.00 4 9.00 3. 00 'Y' 0.00 0.00 5 0.00 8.50 'Y' 0.00 0.00 * (43)BASIC LOADS: ---Deflection--- Wind Wall Seis - Dead Col at live Snow Rain Basic Load Ratio Load --Friction-- Edge Ld_Rat * Load Load Load Load Load Wind Snow Wind Seis Factor Wind Coef Zone Factor Snow 6.0 C. 5 20 .0 38.5 0.0 18. 6 1 .00 1.00 1.00 1. 00 18.6 0.0000 8.200 1.0000 0.50 = (44)WIND PRESSURE/SUCTION: • Wind Wind Wind * Press Suck Suct_Roof 10.0 -18.3 . . Purlins 0.0 -41 .0 . . Purlins, Gable Extension 12.7 -20.1 . . Interior Roof Panels 7.4 -5.4 -12 .9 . . Long Bracing, Building 11.4 -8.0 . . Long Bracing, Wail Edge Zone 27 .9 -18.6 14.9 . . Long Bracing, Facia/Parapet * (45)EDGE AND CORNER ZONES FOR PURLINS AND PANELS: -Wind Surf No Zone ---Purlin--- ---Panel---- Screw * Id Id Zone Id Width Length Press Suct Press Suct Suct 2 9 1 0.00 0.00 1.02 1.00 1.00 1.00 1 .00 . . Interior 3 0.00 4.00 1.00 1 .41 1 .00 1 .73 1.73 . . Edge left 4 4.00 0.00 1.00 1.41 1.00 1.73 1.73 . . Edge top 0.00 4 .00 1.00 1.41 1.00 1.73 1 .73 . . Edge right 128 4 'W' 0.00 ' 0.00 ' 0 s 'N' o.00 ' o.00 ' 1 0 k (26)WIND COLUMNS: *Wall Member Column----- No. weft/ * Id Type Depth Size Col Bay_Id Right 2 'N' 0.00 '... 0 - 9 'W' 0.00 '. ' 0 5 'W' 0.00 ' 0 * (29)WALL BRACING ATTACHMENT: *Wall No. Attach --Bay Id-- No. ----Level---- * Id Attach Id Start End Connect Option Level Height Strut 2 1. 1 4 - 0 1 12.2500 4 1 2 1 4 _ 0 1 12.2500 'E' * (30) INTERIOR DIAGONAL BRACING: *No Attach Brace User_Selected Int_Bays *Brace Offset Type No. Bay_Id 0 *(31) INTERIOR BRACING ATTACHMENT: • No. Attach --Bay Id-- No. • Attach Offset Start End Level Level Height 0 * (32)EAVE EXTENSIONS SIZE: *Wall No. Ext --Bay_Id --Extension Size-- Edge Extend Eave *Id Extend Id Start End Height Width Slope Left Right Type 2 1 1 1 9 0.000 1.000 4.00 1.00 1.00 'CF' 4 1 2 1 4 0.000 1.000 9 .00 1 .00 1.00 'CF' * i'33}EAVE EXTENSIONS SUBLIME: *Ext Purl:.n OSFlg I5_F1g Set Set Lap Max UnBr. Peak Max Set "Id Type Brace Brace Depth Ext Int Length Space Space Space 1 'ZF' 'C' 'N' 0.000 0. 0000 0.0000 0.0000 0.000 3.333 0.000 2 'ZF' 'C' 'N' 0.000 0.0000 0.0000 0.0000 0.000 3.333 0.000 * (34)CANOPY SIZE: *Wall No. Ext --Bay ld ---Extension_S_ze--- Edge_Extend Eave *Id Extend Id Start End Height Width Slope Left Right Type 1 0 2 0 3 0 4 0 • 135)CANOPY PURLINS: *Ext Purlir. 0S_Flg '.IS_F'g Set Set_Lap Max URBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space * (36)CANOPY PANELS, GUTTER & DOWNSPOUT: *Ext Standing Gutter Downspout *Id Part Seam Use Color No. Color *(37) FACIA/PARAPET LAYOUT: -Wail No. Ext --Bayid-- Edge_Extend Eave Use -End Option- *Id Extend Td Type Start End Left Right Mount Type Gutter Left Right 127 4 'EC' 0 * (19)WALL GIRT_ : *Wail Girt Girt * Id Type Part Offset Proj 'ZF' '8X25716 ' 0.000 0.000 2 'ZF' '8X25716 ' 0.000 0.000 3 'ZF' '8X25716 ' 0. 000 0.000 4 'ZF' ' 8X25716 ' 0.000 0.000 T(20) GUTTER/SOLDIER COLUMN: *Wal_ --Gutter-- Soldier Opt B * Id Use Width Rafter race 2 'N' 0.000 'Ll '-' 4 'N' 0.000 L —' * (21) PANELS: * Wal_ Roof Standing Insulation Roof * Panel Panel Seam Use Thick Liner '26 PBR '26 PBR 'N' 'N' 0 .000 ' * (22)ROOF BRACING OPTIONS: * LEW_B r ac eToFrame R_EW_Brace To Frame ',Panel Diagonal Left_Bay Right Bay Left_Bay Right Bay ',Shear Bracing Opt Part Opt Part Opt Part Opt Part 'N' 'Y ' I_i "Y" �_� 7 Ii_I ' ' * (23)ROOF DIAGONAL BRACING: * Max_Pan Brace Each User Selected_Roof_Bays - Shear Type EW No. Bay_Id 80.0 'C' 2 0 T (24)ROOF BRACING ATTACHMENT: *Wall No. * Id Attach Attact Location 1 5 0.0000 11.0000 20.0000 29.0000 40.0000 3 5 0.0000 12.0000 20.0000 28.0000 40.0000 * (25)WALZ/INTERIOR BRACING OPTIONS: I — Order_Of_Selection . Wail Pane: Diagonal Wind Wind Weak_Axis Brace * Id Shear Bracing Bent Column Bending Option Height 2 'N' 'Y ' 'N' 'N' 'N' '__' 0.0000 4 'N' ' 'N' 'N' 'N' '--' 0.0000 5 'N' 'N ' 'N' 'N' 'N' '--' 0.0000 * (26) SIDEWALL DIAGONAL BRACING: * Wall Max_Pan Brace User_Selected_SW_Bays • Id Shear Type No. Bay_Id 2 80.0 1 2 4 80.0 1 3 T(27)W1ND BENTS: Wali Member Column----- Rafter No. • Id Type Depth Size Depth Size Bays Bay_Id 2 'W' 0.00 ' 0.00 ' 0 126 2 1. 16.0000 4 3 3 12.0000 16.0000 1 12.3000 1 4 1 16.0000 4 5 1 16.0000 4 * (11)WALL OPENINGS: ' Wall No. Bay * Id Open Id Width Height Offset Type i 2 2 16.0000 13.2500 1.0000 2 3 3.3333 7.1667 4.5000 1 2 0 3 1 2 13.5000 13.2500 1 .2500 2 4 0 * (12) PARTIAL WALLS: *wall Set_O£ --BayZd-- Base Top Fu11_Load ----Panel- --.- * Id Bays Id Use Start End Height Type Type Girt Col Part Opt 0 2 0 3 0 4 0 * (13) JACK BEAM LAYOUT: * No. Beam --Bay_Id.- Beam Beam *Beam Id Start End Offset Height. 0 * (14)SURFACE EXTENSION/FRAME RECESS: * Surf ---Surf_Ext--- Frame_Recess RaY"er_Size----- * Id Left Right Left Right Left Right 2 1.0000 1.0000 0.3333 0.3333 '12F25C12' •10F25C12' 3 1.0000 1.0000 0.3333 0.3333 '12F25C12' '10F25C12 ' * (15) PURLINS: • Surf Purlin :OS_Plg IS Fig Set Set Lap Max Unbr ' Id Type Brace Brace Depth Ext Int Length 2 'ZB' 'N' 0.000 0.0000 0,0000 0.0000 3 'ZB' 'N' 0.000 0.0000 0.0000 0.0000 ' (16) PURLIN SPACING: * Surf Space Peak Max Set No. -Purlin Set- * Id Opt Space Space Space Sets Space Quan 2 '-' 1.3333 3.3333 3 .0000 0 3 '-' 1.3333 3.3333 0.6000 0 *(L7)PURLIN SIZE: 'Surf Show No. • Id Id Purl Purlin Part 2 0 0 3 0 0 * (16)EAVE STRUT: *Wall Eave No. * Id Type Rave Eave_Part 2 'EO' 0 125 * ( 1) JOBID: 'T16-203' `( 2) PROGRAM OPTIONS: * Run Run Run Lap * Purlin Panel Brace Stiff 'N' 'Y' C.50 * ( 3)DESIGN CODE: *Design ---Steel Code--- ---Build--- Code Seismic - Code Cold Rot Country Code Year Label Zone 'WS' 'NAUSCI ' 'AISC05' '---- ' IBC ' ' 09' "MSC 10 'B ' * ( 4)DESIGN CONSTANTS: * --Strength Factor--- * Stress_Ratio ---Seismic--- * Purlin Panel Wind Frame Wind Frame Brace 1 .0300 1 .03 1 .03 1 .000 1 .200 1 .200 *( 5) STEEL YIELDS: * Web Flg C_Sec W Sec R_Sec P_Sec TSec USec EP BP 55.0 55.0 55.0 55.0 50.0 50.0 46.0 50.0 55.0 55.0 * ( 6) DEFLECTION LIMITS: Purlin ----Extension--- ----Gable_Ext---- Facia ---Panel--- Facia Wind_Frame *live Wind Total Live Wind Total Live Wind Total Girt Live Wind Panel Wind Seis 240.0 240. 0 0.0 180.0 120.0 300.0 90.0 60.0 150.0 90.0 240.0 240.0 90.0 60.0 50.0 *( 4)REPORCS: Input Purlin Purlin Eave Roof Cable * Echo Design Summary Strut Panel Brace 'Y' 'Y' '2 ' 'Y' * ( 8)BUILDING TYPE: * Build 1Expand_EW R_Expand_EW Cpen Wall Column * Type Use Offset Use Offset - EW F_5W R_EW B_SW Option 'FF-' 'N ' 4.000 'N ' 4.000 _ _ _ _ - * ( 9) SURFACE SHAPE: * No. X_Coord Y_Coord * Surf (ft) (ft) 40 .0000 12.250C 20.0000 l8 .916? 40.0000 12.2500 40.0000 0.0000 * (10)WALL BAY SPACING: * Wall No. ---Bay Set--- - _d Sets Width Quan 1 3 11. 0000 1 18.0008 1 11.0000 1 124 T16-203 Weight Summary 6/21/16 3:35pm Columns = 194.84 Rafters = 240.33 Girts = 219.92 Framed Openings = 153.17 Bracing 7.18 Clips = 62.30 Total Weigh:. _ 874.74 mm T16-203 Warning Summary 6/21/16 3:35pm . . No Warnings *T16-203 Roof Design Input 6/21/16 3:35pm 123 SS - Seismic Suction T16-203 Endwall Diagonal Bracing Summary 6/21/16 3:35pm PANEL SHEAR WITH NO BRACING: Base ---Wind--- --Seismic- Length Load Calc Load Calc Limit 26.50 2 38.3 3 83.8 80.0 DIAGONAL BRACE LAYOUT: Bay Brace Locate Bay Design Diag_Braze ----KL/R Id Start End Width Length Type Size Part Calc Limit 1 0.00 14. 65 11 .31 18.51 C 0.313 WC5 DIAGONAL BRACE STRENGTH: Bay Brace_Locate Wind(k ) --Seismic(k 1 --- Max id Start End Load Calc Limit Load Calc Limit UC _ 0.00 14 . 65 2 1. 66 5. 60 3 3.63 5.60 0. 65 COLUMN BASE REACTIONS: Bay Col - Wind_Max------ Seismic_Max---- Id Id Load Horz Vert (+/-) Load Horz Vert(+/-) 1 1 5 -1.09 1.41 29 -0.52 0.67 2 6 1.09 1 .41 20 0.52 0. 67 LOAD COMBINATIONS: Column Loads 5 - 0.BDead-0.8Coilazera1+0.33Live+1 .07Wind Left2+1.07Wind5ucti 6 - 0.81ead+0. BColiaterai+0.33Live+1.07Wind_Right2+1 .C7Wind_Suct 20 - 1.03Dead+1.OBCollateral-0.7Seismic 29 - 0.57Dead+0.7Seismic Bracing Loads 2 - Wind_R-3211t2 3 - Seismic T16-203 Screw Report 6/21/16 3:35pm BASE SCREW CHECK: Screw Force/Screw Shear Wall Base Dia Space Shear Wind Seis Limit Max Id Length Part (in) (ft) (k ) Mt ) (k ) (s ) GC 26.50 #17B 0.21 1.00 2.00 0.036 0.079 0.261 0.30 122 5? C.00 2. 92 0.00 -0.01 5.31 0.00 0.00 0.00 0.73 0.00 55 0.00 2. 92 0.00 0.01 3.82 0.00 0.00 0.00 0.73 0.00 3 12 WP 0.39 2.44 0.16 -1.07 4.42 0.24 0.18 -0 .10 0.73 0. 14 WS 0.44 2.44 0.18 1 .19 3.18 0.37 0.20 0.12 0.73 0.16 53 0.00 2.92 0.00 -0.01 5.31 0.00 0.00 0.00 0.73 0.00 SS 0.00 2.92 0.00 0.01 3. 82 0.00 0.00 0. 00 0. 73 0. 00 3 13 WP 0.36 2.44 0.15 -0. 90 4 .42 0.20 0.16 -0.07 0. 67 0.11 WS 0.41 2.44 0.17 1.00 3.18 0.31 0.17 0.08 0.67 0.12 SP 0.00 2.92 0.00 -0.01 5.31 0.00 0.00 0.00 0. 67 0.00 55 0.00 2. 92 0.00 0.01 3.82 0.00 0.00 0.00 0. 67 0.00 WP - Wind Pressure WS - Wind Suction SP - Seismic Pressure 5S - Seismic Suction T16-203 Door Jamb 6 Header Summary 6/21/16 3:35pm JAMB/HEADER LAYOUT: Open Bay Id Id Locate Part Length Weight 3 2 JambL 8F25C13 14. 31 57.7 JambR 8F25C13 14 .31 57 .7 Header 8F25C16 13. 50 37. 8 JAMB/HEADER UNBRACED LENGTHS: Available Open -----Minor---- Cb Reducti or.Factor Id Member Major Outside Inside Outside Inside Outside Inside 3 JambL 14. 31 4. 00 4. 00 1. 00 1. 00 0. 00 O.00 JambR 14.31 4.00 4.00 1.00 1.00 0.00 0.00 Header 13.50 1.00 13.50 1.14 1 .14 0.00 0.65 STRENGTH/DEFLECTION: Open Load ---Shear(k )---- Moment (ft.f-k )--- Mom+ Deflect (in) Id Member Id Calc Limit CC Loc Calc Limit UC Shear Calc Limit 3 JambL WP 1.17 7.33 0.16 9.80 -5.34 6.59 0.81 0 .40 -0.99 1 .21 WS -1.28 7 .33 0.18 9.80 5.85 6.59 0.89 C.44 1.09 1.21 53 0.01 8.80 0.00 9.80 -0.07 7.87 0.01 0.00 -0.01 1.21 SS -0.01 8.80 0.00 9.80 0.07 7.87 0.01 0.00 0.01 1.21 JambR WP 1.17 7.33 0.16 9.80 -5.34 6.59 0.81 0.40 -0. 99 1.21 WS -1.28 7.33 0.18 9.80 5.85 6.59 0.89 0.44 1.09 1.21 5? 0.51 8. 80 0.00 9. 80 -0.07 7. 87 0. 01 0. 00 -0. 01 1.21 SS -0.01 8.80 0.00 9.80 0.07 7.87 0.01 0.00 0.01 1.21 Header WP -0.16 2.44 0.07 6.75 -0.55 4 .66 0.12 0.10 -0.08 0.90 WS 0.18 2.44 0.07 6.75 0. 61 3.03 0.20 0.10 0.09 0.90 SP 0.00 2.92 0.00 6.75 0 .01 3. 63 0.00 0.00 0.00 0. 90 SS 0.00 2.92 0.00 6.75 0.01 3. 63 0.00 0.00 0.00 0.90 W? - Wind Pressure W5 - Wind Suction SP - Seismic Pressure 121 WS - Wind Suction GIRT INSIDE FLANGE BRACE: No. Brace/Bay 1 2 3 0 0 0 GIRT STRENGTH: Bay Girt Load ----Shear(k )--- ---Moment (f-k )-- Mom+ ---Deflect(in) -- Id Id Id Calc Limit SC Cab Limit SC Shear Calc Limit UC 1 1 WP 0.39 2.44 0.16 -1 .07 4.42 0.24 0.18 -0. 10 0.73 0. 14 WS -0.44 2.44 0.18 1.19 3.18 0.37 0.20 0.12 0.73 0.16 SP 0.00 2.92 0.00 -0.01 5.31 C.00 0.00 0.00 0.73 0.00 SS 0.00 2 .92 0. 00 0.01 3.82 0.00 0.00 0.00 0.73 0.00 1 2 W? 0.39 2.44 0.16 -1.07 4.42 0.24 0.18 -0.10 0.73 0.14 WS -0.44 2.44 0.18 1.19 3.18 0.37 0.20 0.12 0.73 0.16 SP 0.00 2.92 0.00 -0.01 5.31 0.00 0.00 0.00 0.73 0.00 SS 0.00 2 .92 0.00 0.01 3.82 0.00 0.00 0.00 0.73 0. 00 1 3 WP 0.36 2.44 0.15 -0.90 4.42 0.20 0.16 -0.07 0.67 0.11 WS -0.41 2.44 0.17 1.00 3.18 0.31 0.17 0.08 0.67 0. 12 S? 0 .00 2.92 0 .00 -0 .01 5 .31 0.30 0 .00 0 .00 0 .67 0 .00 SS 0.00 2.92 0.00 0.01 3.82 0.00 0.00 0.00 0.67 0.00 2 4 WP 0 .02 2.44 0.01 0.00 4.42 0.00 0.00 0.00 0.04 0.00 WS -0.02 2.44 0.01 0.00 4.90 0.00 0.00 0.00 0.04 0.00 S? 0.00 2.92 0.00 0.00 5.31 0.00 0.00 0.00 0.04 0.00 55 0.00 2 .92 0.0C 0.00 5.88 0.00 0.00 0.00 0.04 0.00 2 5 WP 0 .02 2 .44 0.01 0.00 4.42 0.00 0.00 0.00 0.04 0.00 WS -0.02 2.44 0.01 0.00 4 .90 0.00 0.00 0.00 0.04 0.00 52 0.00 2.92 0.00 0.00 5.31 0.00 0.00 0.00 0.04 0.00 SS 0.00 2.92 0.00 0.00 5.88 0.00 0.00 0.00 0.04 0.00 2 6 W2 0.02 2.44 0.01 0.00 4 .42 0.00 0.00 0.00 0.04 0.00 AWS -0.02 2.44 0.01 0.00 4.90 0.00 0.00 0.00 0.04 0. 00 SP 0.00 2.92 0.0C 0.00 5.31 0.00 0.00 0.00 0.04 0.00 SS CROO 2.92 0.00 0.00 5.88 0.00 0.00 0.00 0.04 0.00 2 7 W? 0.02 2.44 0.01 0.00 4 .42 0.00 0.00 0.00 0.04 0.0C WS -0.02 2.44 0.01 0.00 4. 90 0.00 0.00 0.00 0.04 0.00 SP 0.00 2.92 0.00 0. 00 5.31 0.00 0.00 0.00 0.04 0.00 SS 0 .20 2.92 0 .00 0 .00 5.88 0.00 0.00 0.00 0.04 0.00 2 8 W? 0.02 2.44 0.01 0.00 4.42 0.00 0.00 0.00 0.04 0.00 WS -0.02 2.44 0.01 0.00 4. 90 0.00 0.00 0.00 0.04 0.00 SP 0.00 2.92 0.00 0.00 5.31 0.00 0.0C 0.00 0.04 0.00 SS 0.00 2.92 0.00 0.00 5.88 0.00 0.00 0.00 0.04 0.00 2 9 W? 0.02 2.44 0.01 0.00 4.42 0.00 0.00 0.00 0.04 0.00 WS -0.02 2 .44 0.01 0.00 4. 90 0.00 0.00 0.00 0.04 0.00 SP 0.00 2. 92 0.00 0.00 5.31 0.00 0.00 0.00 0.04 0.00 SS 0 .00 2.92 0 .00 0 .00 5 .88 0 .00 0.90 0 .00 0 .04 0 .00 2 10 WP 0.32 2.44 0.13 -1 .00 4 .42 0.23 0.17 -0.13 0.84 0.15 WS 0.35 2 .44 0.14 1 .10 3.18 0.34 0.18 0.14 0.84 0. 17 SP 0.00 2. 92 0.00 -0 .01 5.31 0.00 0.00 0.00 0.84 0.00 SS 0.00 2. 92 0.00 0.01 3.82 0.00 0.00 0.00 0.84 0.00 3 11 WP 0.39 2.44 0.16 -1 .07 4.42 0.24 C.18 -0.10 0.73 0.14 WS 0. 44 2.44 0.18 1 .19 3.18 0.37 0.2C 0.12 0.73 0.16 120 Base --Plate Size (in) -- Bolts (4n) Id Depth Width Length Thick Type Dia Gage Row Coll 8.00 7.00 8.00 0.250 GR36 0.625 3.00 1 Col2 8.00 7.00 8.00 0.250 GR36 0.625 3.00 1 Co13 8.00 7.00 8.00 0.250 GR36 0.625 3.00 1 Co14 8.00 7.00 8.00 0.250 GR36 0. 625 3.00 1 BASE REACTTIONS: Max_Tension+Shear Max_Shear+Tension Column --Max Comp- Tens Shear -Max Shear- Shear Tens Id Load Fy(k ) Load Fy(k ) Fx(k ) Load Fx(k ) Load Fx ('c ) Fy(k ) Coil 2 2.7 17 -2.5 1.0 7 1.1 7 1 .1 -1. 9 Co12 31 9.6 18 -2.8 2.1 10 2.2 10 2 .2 -0.9 Col3 32 9.5 18 -2.3 1.8 5 2.0 6 2.0 -1.3 Col4 2 2.7 17 -1.3 0.0 1 0.0 17 0.0 -1 .3 LOAD COMBINATIONS: 1 - Dead+Collateral+Live 2 - Dead+Collateral+Snow 5 - 0. SDead+0.8Collateral+0.33Live+1. 07Wind Left2+1. 07Wind Sucti 6 - 0.8Dead+0.8Collatera1+0.33Live+1.07Wind_Right21.07Wind Suct 7 - 0.8Dead+0.8Co11atera1+0.33Snow+1.07Wind Left2+1.07Wind Sucti 10 - 0.8Dead+0.8Collaterat+0.33Snow+1.07Wind_Right2+1.07Wind Suct 17 - 0. 6Dead+Wind_Left2+Wind Suction 18 - 0.6Dead+Wind Right2+Wind Suction 31 - Dead+Collateral+E2UNB SL_L 32 - Dead+Collateral+E2UNB SL R T16-203 Flush Girt Design Report 6/21/16 3:35pm GIRT LAYOUT: Bay Girt Bay Offset Design Load ----Max Load--- Id Id Locate Part Start End Length Weight Width Id UC Report 1 1 4.000 8X25Z16 0. 00 12.00 11. 00 30. 8 4. 00 WS 0.37 Moment 2 8.000 8X25Z16 0.00 12.00 11.00 30.8 4 .00 WS 0.37 Moment 3 12.000 8X25216 1. 69 12 .00 9.98 27. 9 4.09 WS 0.31 Moment 2 4 4.000 8X25Z16 0.00 1.25 0.58 1.6 4.00 WS 0.01 Shear 5 4.000 8X25Z16 14.75 16.00 0.58 1.6 4.00 WS 0.01 Shear 6 8.000 8X25Z16 0.00 1.25 0.52 1. 6 4 .00 WS 0.01 Shear 7 8.000 8X25Z16 14 .75 16.00 0.58 1.6 4.00 WS 0.01 Shear 8 12.000 8X25Z16 0.00 1.25 0.58 1.6 4.00 WS 0.01 Shear 9 12.000 8X25Z16 14.75 16.00 0.58 1. 6 4 .20 WS 0.01 Shear 10 16.000 8X25Z16 1. 69 14 .31 12 .62 35.3 2.83 WS 0.34 Moment 3 11 4.000 8X25216 0.00 12.00 11.00 30.8 4.00 WS 0.37 Moment 12 8.000 8X25Z16 0.00 12.00 11.00 30.8 4.00 WS 0.37 Moment 13 12.000 8X25Z16 0.00 10.31 9.98 27.9 4.09 WS 0.31 Moment 119 Col Raf Reaction Moment Width WebCrp WebCrp WebCrp+Mom Id Id Id (k ) (f-k ) (in) (k ) UC UC 1 1 21 1.72 0.10 0.25 3. 64 Web stiffener provided 2 _ 21 8.98 11.42 0.25 3. 64 Web stiffener provided 3 2 22 8.97 11 .39 0.25 3.64 Web stiffener provided 4 2 22 1 .72 0.10 0.25 3. 64 Web stiffener provided T16-203 Rafter Web Stiffener 6/21/16 3:35pm Stiffener Yield = 55.0 (ksi ) RAFTER STIFFENER: Col Rat Plate Size (in) Compression(k ) ---- Id id Width Thick Load Calc Limit UC 1 1 2.500 0.250 21 1.72 22.03 C.08 2 1 2.530 0.250 21 8.98 22.03 0.41 3 2 2 .500 0.250 22 8. 97 22.03 0.41 4 2 2.5CC 0.250 22 1.72 22.03 0.08 T16-203 Rafter Splice Design 6/21/16 3:35pm Splice Yield = 55.00 (ksi ) Bolt Type = A325 PLATE SIZE: Splice -Surface- Rafter --Plate - Bolts-- Id Type Id Locate Depth Width Thick Dia Gage RowT SpaceT Rows SpaceB M 3 9 .0 10.00 3.50 0.375 0. 625 0.00 2 4.00 2 4.00 PLATE DESIGN: Splice Load Axial Shear Moment id Type Side Id (3 ) (:k ) (f-k ) 1 M lop 8 0.17 0.11 0.65 Bot 21 0.32 0.94 -7.15 LOAD COMBINATIONS: 8 - 0. 6Dead+Wind Right2 21 - Dead+Co_lateral+E2UNB SL T16-203 Base Plate 6 Anchor Bolt Design 6/21/16 3:35pm Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1 .35 (:ksi ) BASE SIZE: 118 Rafl 1...5 -0,10 0.83 Rafl 16 -0.06 0.83 Raft 17 -0.10 0.80 Rafi 18 -0.06 0.90 Rafl 19 -0.10 0.80 Rafi 20 -0.06 0.80 Rafl 21 - 0.37 0.90 Rafi 22 -0,37 0.80 Rafi 23 -0.20 0.80 Rafl 24 -0.20 0.80 Rafl 25 -0.09 0 .60 Rafl 26 -0.24 0.80 Raf2 1 -0.17 0.80 Raf2 2 -0.29 0 .80 Raf2 3 -0.29 0.80 Raf2 4 -0.29 0.80 Raf2 5 0. 04 0.60 Raf2 6 0.04 0.60 Raf2 7 -0.02 0.80 Raf2 8 0.04 0.60 Raf2 9 0. 04 0.60 Raf2 1.G 0.06 0.60 Raf2 11 -0,04 0.90 Raf2 12 -0.05 0.80 Raf2 13 -0,09 0.80 Raf2 14 -0.06 0.80 Raf2 15 -0.10 0.80 Raf2 16 -0.06 0.80 Raf2 1."l -0.10 0.80 Raf2 18 -0.06 0.80 Raf2 19 -0.10 0.80 Raf2 20 -0.06 0,90 Rail 21 -0.37 0.83 Raf2 22 -0.37 0.80 Raf2 23 -0.20 0.80 Raf2 24 -0.20 0.80 Raf2 25 -3.09 0,68 Raf2 26 -0.24 0.80 COLUMN/RAFTER KL/R RATIO: Unbrace_Length -- -KL/R---- Id Major Minor Major Minor Col'_ 10.1 4.0 39 53 Co12 13.9 4.0 52 38 Co13 13.9 4.0 52 38 Co14 10.1 4.0 39 53 Rafl 16.9 3.3 54 45 Raf2 16.9 3.3 54 45 T16-203 Rafter Web Crippling 6/21/16 3:35pm WEB CRIPPLING: ----Design toad---- Bearing 117 LExt RSup -0.07 7.33 0.01 RSup 0.05 6.23 0.01 LSup 0.00 0.05 1 RLap -0. 67 7.33 0.09 MidS -1 .65 6.14 0.27 RSup 0.20 -0.15 0.78 2 LLap 0.58 2 .44 0.24 LLap 1.03 4.01 0.26 LLap 0.32 -0.07 0.80 3 RLap -0.58 2.44 0.24 RLap 1.03 4.01 0.26 RLap 0.32 -0.07 0.80 4 LLap 0.67 7.33 0.09 MidS -1.65 6.14 0.27 LSup 0.20 -0.15 0.78 RExt LSup 0.07 7.33 0.01 LSup 0.05 6.23 0.01 LSup 0.00 0.05 UNBRACED LENGTH: Bay Major Minor(ft) Cb Momi/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2 .30 2.30 2.30 2.30 2.30 1.0C 1 .00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1 .4 2.0 1.14 1.00 1.00 1.72 1.37 1.00 1.00 _.00 0.00 0.36 2 16.0 2.3 2. 1 0.0 1.8 1.3 1.31 1.76 1 .00 1.75 1.25 0.43 0.00 1 .00 0.00 0.51 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.51 0. 00 1.00 0.00 0. 43 4 15.7 2.0 1 .4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0.00 1.00 1.0C 1.00 RExc 1.3 1.3 1 .3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.0C 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left Lap(k ) Right Lap(k )---- Id Calc Shear Bear U0 Calc Shear Bear 0G 1 0.35 4.42 2.68 0.13 2 0.24 4.42 1.86 0.13 0.31 4.42 1.86 0. 17 3 0.31 4.42 1 .86 0.17 0.24 4.42 1.86 0.13 4 0.35 4.42 2. 68 0. 13 LOAD ID 7 : 0.8Dead+0.8Collateral+0.33Scow+1.07Wind Pressurel+0.33Snow D ANALYSIS: Shear(k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap map Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.07 0.00 0.01 0.67 0.05 1 0.55 -0.67 -0. 85 0.05 -1.65 6.18 0.84 2.36 2 0.76 0.58 -0.55 -0. 67 2.36 1.03 -0.84 8.48 0.86 1. 68 3 0. 67 0.55 -0.58 -0.76 1.68 0.86 -0.84 7.52 1.03 2.36 4 0.85 0. 67 -0.55 2.36 0.84 -1 .65 9.49 0.05 RExt 0.07 0.00 0.05 0.01 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom+shr- Deflect(in) Id Loc Calc Limit OC Loc Calc Limit UC Loc CC Calc limit LExt RSup -0.07 7.33 0.01 RSup 0.05 6.23 0.01 LSup 0.00 0.05 1 RLap -0. 67 7.33 0.09 MidS -1.65 6.14 0.27 RSup 0.20 -0.15 0.78 2 LLap 0.58 2.44 0.24 LLap 1.03 4.01 0.26 LLap 0.32 -0.07 0. 80 3 RLap -0.58 2.44 0.24 RLap 1.03 4 .01 0.26 RLap 0.32 -0.07 0.80 4 LLap 0.67 7.33 0.09 MidS -1. 65 6.14 0.27 LSup 0.20 -0.15 0.78 RExt LSup 0.07 7.33 0.01 LSup 0.05 6.23 0.01 LSup 0.00 0.05 UNBRACED LENGTH: 217 Bay Major ------Minor('.ft) -------- Cb Mom1/Mom2 Id (ft) LSup LLap MidS RLap PSup LSup :,Lap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1,3 1.3 1 .3 1.3 1 .3 2.30 2.30 2.30 2.30 2 .30 1.00 1.00 1 .00 1 .00 1.00 1 15.7 12.3 0.0 0.0 1.4 2 .0 1.14 1.00 1.00 1.72 1.37 1.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1. .76 1.00 7. .75 1.25 0.43 0.00 1.00 0.00 0.51 3 16.0 1.3 1.8 0.0 2.2 2.0 1.25 1.75 1_00 1.76 1.31 0.51 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1 .72 1 .00 1.00 1.14 0.36 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1..00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay ___-__Lefr Lr!ap(k ) _____ Right_Lap(k ) Yd Calc Shear Bear SC Calc Shear Bear 0C 1 0.35442 2.68 0.13 2 C.24 4.42 1.86 0.13 0.31 4.42 1.88 0.17 3 0.31 4.42 1.86 0. 1.7 0.24 4.42 1,86 0.13 4 0.35 4.42 2. 68 0.13 LOAD ID 8 : 0.SDead+0.8Coilateral+0.33Snca+1.07Nind Preesurels0.33Slide ANALYSIS: Shear(k )--., Moment(f-'k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lao Sup LExt 0.00 -0.07 .9.00 0. 91 0.67 0.05 1 0.55 -0.67 -3.85 0.05 -1.65 6.18 0.84 2.36 2 0.76 0.58 -0.55 -0.67 2.36 1,03 -0.84 8 .48 0.86 1.68 3 0. 67 0,55 -0.58 -0.76 1.68 0.86 -0.84 7 .52 1.03 2.36 4 0.85 0.67 -0.55 2.36 0.84 -1.65 9.49 0.05 RExt 0.07 0.00 0.05 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay ---- Shear. (k ) ----Moment(f-k ) -Mom+Shr- Deflect(in) Id Log Calc Limit AC Loc Calclimit GO Loc 0C Cabo Limit LExt RSup -0.07 7.33 0.01 RSup 0.05 6.23 0.01 LSup 0.40 0.05 1 RLap -0. 67 7.33 0.09 Mica -1. 65 6.14 0.27 RSup 0.20 -0.15 0.78 2 LLap 0.56 2.44 0.24 LLap 1.03 4.01 0.26 LLap 0.32 -0.07 0.80 3 RLap -0.58 2.44 0,24 RLap 1 .03 4.01 0.26 RLap 0.32 -0.07 0.80 4 LLap 0.67 7.33 0.09 MidS -1.65 6.14 0.27 LSup 0.23 -0.15 0.78 RExt LSup 0.07 7.33 0.01 LSup 0.05 6.23 0.31 LSup 0.00 0.05 EMBRACED LENGTH: Bay Major --- ---Minor(ft) -- ------ Ch Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1,3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 7..72 1.37 1.00 1.00 1.00 0.00 0.36 2 116.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.51 3 16.0 1.3 1 .8 0.0 2.1 2.0 1_25 1 .75 1.00 1.76 1.31 0.51 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1,72 1.00 1.90 1.14 0.36 0.00 1.00 1 .00 1 .00 RExt 1 .3 1.3 1 .3 1..3 1.3 1. .3 2.3C 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 28 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay ----Left Lap (k ) -Right Lap (k ) Id Calc Shear Bear UC Calc Shear Bear UC 1 0.35 4.42 2.68 0.13 2 0.24 4 .42 1.86 0.1,3 0.31 4.42 1.86 0.17 3 0.31 4 .42 1.86 0.17 0.24 4 .42 1.86 0.13 4 0.35 4.42 2.68 0.13 LOAD ID 9 : 0.6Dead+Wind_Suctionl ANALYSIS: Shear (k ) .- Momentif-8 ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lep Mom Loc Lap Sup LExt 3.03 0.18 0.00 -0.03 0.67 -0.11 1 -0,46 0.43 0.55 -0.11 1.12 6.06 -0.55 -1.53 2 -0,48 -0.37 0.35 0.42 -1.53 -0.68 0.53 8.53 -0.54 -1.05 3 -0.42 -0.35 0.37 0.48 -1.05 -0.54 0.53 7 .47 -0.68 -1.53 4 -0.55 -0.43 0.46 -1.53 -0.55 1.12 9.61 -0.11 RExt -0.18 0.00 -0.11 -0.03 0.67 0.O0 STRENGTH/DEFLECTION: Bay Shear (k ) ------ ----Moment (f-k. 1 -Mon+Shr- Deflect (in) Id Lou Calc Limit DC Loc Calc Limit UC Loc 0C Calc :..imic LExt RSup 0.18 7.33 0.02 RSup -0.11 6. 14 0.02 RSup 0.03 -0.05 1 LS.p -0.46 7 ,33 0.06 MidS 1. 12 5.23 0.21 RSup 0.13 0. 14 0.78 2 LLap -0.37 2 .44 0.15 LLap -0. 68 3.63 0.19 LLap 0.21. 0.07 0.80 3 RLap 0,37 2.44 0.15 RLap -0.68 3.83 0.19 RLap 0.21. 0.07 0.80 4 RSup 0.46 7.33 0.06 MidS 1.12 5.23 0.21 LSup 0.18 0.14 0.78 RExt LSup -0.18 7.33 0.02 LSup -0.11 6.14 0.02 LSup 0.03 -0.05 UNBRACED LENGTH: Bay Major -__.._...-Minor(ft) ..- Ct-..... .. Moml/Mcm2 Id (£t) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MIdS RLap RSup LExt 1.3 1.30 0.0 0.0 0.0 2.30 ..00 1.00 1 .00 1 .00 0.00 1.00 1.00 1.00 1. 00 1 15.7 0.0 12 .0 12,0 0.0 0.0 1.00 ..12 1.12 1.00 1.00 1.00 1.00 1.00 1 .00 1. 00 2 16.0 0.0 0.0 8.6 0.0 0.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 16.0 0,0 0.3 8.6 0.0 0.G 1.00 0.00 1.14 1.00 1.03 1.00 1.00 1.00 1.00 1.00 4 115.7 0.0 0 .0 12.3 12.0 0.0 1 .00 L.00 1.12 1 .12 1.00 1.00 1.00 1.00 1 .00 1.00 RExt 1 .3 0.0 0.0 0.0 0.0 1.3 1 .00 1..,00 1 .00 1.00 2.30 1.00 1,00 1.00 1.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.300 (A325 ) Bay -----:,eft Lap(k )---- Right Lao(k ) Id Cale Shear Bear MC Calc Shear Bear UC 0.23 4.42 2.68 0.08 2 0.1.6 4.42 1.86 0.08 0.20 4.42 1.86 0.11 219 3 0,23 4.42 1.86 0.11 0.16 4.42 1 .86 0.08 4 0.23 4.42 2.68 0.08 LOAD ID 1.0 : Dead+Collateral+Snow/2+PAT SL 3 ANALYSIS: Shear(k ) ______- Moment (f-k )__ _......._ Bay Left Left Right Right Left Left Mid5pan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.12 0.00 0.02 0.67 0.07 1 0.82 -1.02 -1.29 0.07 -2.43 6.10 1.42 3.72 2 1.18 0.91. -0.79 -0.97 3.72 1,62 -1.49 8.80 0.83 2.00 3 0. 63 0.52 -0.46 -0. 61 2.00 1 .23 -0.54 8.10 0.81 1 .88 4 0.72 0.57 -0.49 1.88 0.59 -1.49 9.33 0.07 RExt 0.10 0.00 0.07 0.02 0.67 0.00 SSTRENGTH/DEFLECTION: Bay -----Shear(k ) Moment(f-k ) -MomrShr- Deflect(ir.) Id Loo Calc Limit UC Loc Cab: Limit GC Leo UC Calc Limit LExt RSup -0.12 7.33 0.02 RSup 0.07 6.23 0.01 RSup 0.02 0.07 RLap -1.02 7.33 0. 14 MidS -2.43 6,14 0.40 RSup 0.31 -0.21 0.78 2 LLap 0.91 2.44 0.38 MidS -1.49 3.63 0.41 LLap 0.30 '0.16 0.80 3 LLap 0.52 2.44 0.21 LLap 1.23 3.99 0.31 LLap 0.33 -0.01 0.80 4 LLap 0.57 7.33 0.08 MidS -1..49 6.1.5 0.24 LSup 0.16 -0.13 0.78 RExt LSup 0. 10 7.33 0.01 LSup 0.07 6.23 0.01 LSup 0.02 0.04 UNHRACED LENGTH: Bay Mater --__...._Minor(ft - •' Cb - Moml/Mom2- Id (ft) LSup LLap MidS RLap RSup LSup LThp MidS RLap RSup LSup ILap MidS RLap RSup LExt 1 .3 1.3 1 .3 1.3 1.3 1.3 2.30 2.30 2 .30 2.30 2.30 1.00 1.00 1.00 1.00 1 .00 1 15.7 12.1. 0.0 0.0 1.6 2.0 1.14 1 .00 1.60 1,72 1.35 1.00 1,00 1.00 0.00 0.38 2 16. 0 2.0 2.1 0,0 1.2 1 .3 1.31 1,76 1.00 1.72 1 .32 0.44 0.00 1.00 0.00 0.41 3 16.0 1.3 3.0 0.0 2.2 2.0 1.19 1.82 1.00 1.,78 1.32 0.62 0.00 1.00 0.00 0.43 4 15.7 2.0 1.1 0.0 0.0 12.5 1.41 0 .71 1 .00 1.0C 1.14 0.31 0.00 1.00 1,00 1.00 RExt 1..3 1.3 1 .3 1 .3 1.3 _.3 2.30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1 .00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -----Left Lap(k ) Right_Lap(k ) ---- Id Calc Shear Bear GC Cale Shear Bear UC 1 0.55 4.42 2.68 0.20 2 0.38 4.42 1 .86 0.21 0.37 4.42 1.86 0.20 3 0,37 4.42 1.86 0.20 0.19 4.42 1.86 0.10 4 0,28 4.42 2.68 0.10 :.CAD ID 11 : Dead+Collateral+Snow/2+PA'T SL 4 ANALYSIS: Shear (k )--...__- _ .____Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right 720 Id Sup ,lap Lap Sup Sup Lap Mon Loc. Lap Sup 1111 ...1111 11...1..1 1111_ 1111_ 111....1 1111_ LExt 0.00 -0.10 0.00 0.02 0.67 0.07 1 0.44 -0. 62 -0.77 0.07 -1.18 5.67 1.30 2. 69 2 1.06 0,79 -0. 91. -1.09 2. 69 0,84 -1,48 7.87 1.62 2. 96 3 1,09 0.91 -0.79 -1.06 2.96 1. 62 -1.48 8.13 0. 84 2, 69 4 0.77 0.62 -0.44 2.69 1.30 -1.18 10.00 0.07 RExt 0.10 0.00 0.07 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear1k )------ --- -Moment(f-k )---- -Mom+Shr- Deflect(in) Id Too Calm Limit DC Loc Calc Limit DC Loc UC Calc Limit LExt RSup -0.10 7.33 C,01 RSup 0.07 6,23 0.01 RSup 0.02 0.02 RLap -0.62 7.33 0.08 RSup 1.58 7,48 0.21 RSup 0.22 -0.06 0.78 2 RLap -0491 2.44 0.37 MidS -1.48 .3. 63 0.41 R;.ap 0.50 -0.17 0.80 3 :Lap 0.91 2.44 0.37 MidS -1.48 3.63 0.41 LLap 0.50 -0.17 0.80 4 LLap 0. 62 7.33 0.08 LSup 1.58 7.48 0.21 LSup 0.22 -0.06 0 .78 RExt LSup 0.10 7.33 0,01 LSup 0.07 6.23 0.01 :Sup 0.02 0. 02 GNBRACED LENGTH: Bay Major -- ----Minor(ft) -- Cb ---Mom_IMom2 Id (ft) LSup LLap MidS RLap RSup LSup :Lap MidS RLap RSup LSup :,Lap MidS Kan RSup 1111 1111_ 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 LExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1.00 1 ,00 1 15.7 11.2 0.0 0.0 2.5 2.0 1.14 1 .09 1,00 1.76 1.28 1.00 1 .00 1.00 0.00 0.43 2 16.0 2.0 1.2 0.0 2. 1 1,3 1.41 1.72 1.00 1.76 1 .23 0.31 0,00 1.00 0.00 0.55 3 16.0 1.3 2.1 0.0 1.2 2.0 1.23 1.,76 1.00 1.72 1.41 0.55 0,00 1.00 0.00 0.31 4 1.5.7 2.0 2 .5 0.0 0.0 11.,2 1 .28 1.,76 1,00 1.00 1.14 0.48 0.00 1 .00 1.00 1.00 RExt 1 .3 1. 3 1.3 1.3 1.3 1.3 2,30 2.30 2.30 2.30 2.30 1.00 1 .00 1 .00 1.00 1.0 LAP BDLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -----Left_Lap (k )----- Right Lap1k )---- Id Calm Shear Bear DC Cabo Shear Bear 9C 1111 ___ __ .1111_ 1111._ 1111 0.40 4.42 2, 68 0.15 2 0.28 4 .42 1.86 0.15 0.56 4 .42 1 .86 0.30 3 0.56 4.42 1.96 0.30 0.28 4.42 1.86 0.15 4 9.40 4.42 2.68 0. 15 LOAD IG 12 : Dead+Collateral+Snow/2+PAT S ANALYSIS: Shear (k ) ---'---- Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Lou Lac Sup LExt 0.00 -0.10 0.00 0.02 0.67 0.07 1 0,49 -0.57 -0.72 0.07 -1 .49 6.34 0.59 1.88 2 0, 61 0.46 -0.52 -0.63 1.88 0.81 -0.54 7.90 1.23 2.00 3 0.97 0.79 -0.91 -1.18 2,00 0.83 -1.49 7.20 1.62 3.72 4 1.29 1.02 -0.82 3.72 1.42 -2.43 9.51 0.07 RExt 0.12 0.00 0.07 0.02 0.67 0.00 221 STRENGTH/DEFLECTION: Bay -_____Shear{k ) ____-Monent (f-k )-__..._ -Mom+Shr- Deflect(i0) Id Loc Cabo Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.10 7 .33 0.01 RSup 0.07 6.23 0.01 RSup 0.02 0.04 1 RLap -0.57 7.33 0.08 MidS 1 .49 6.14 0.24 RSup 0.16 -0. 13 0.78 2 RLap -0.52 2.44 0.21 RLap 1.23 3.99 0.31 RLap 0.33 -0.01 0,80 3 RLap -0.91 2.44 0 .38 MidS -1.49 3.63 0,41 RLap 3.50 -0.16 0.80 4 LLap 1.,02 7.33 0.14 MidS -2.43 6.14 0.40 ISup 0.31 -0.21 0.78 RExt LSup 0. 12 7 .33 0.02 L$up 0.07 6.23 0.01 LSup 0.02 0.07 UNBRACED LENGTH: Bay Major -------Minor(ft)------- ---------Cb--------- -------Moml/Mom2------- Id (ft) I.Sue LLap Kids RLap RSup LSup LLap MIdS RLap RSup LSup fLac Mid$ RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1 , 3 2.33 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1,00 1 15,7 12.5 0.0 0.0 1 .1 2. 0 1 ,14 1,00 1.30 1 .71 1.41 1.00 1.00 1.00 0.00 0.31 2 16.0 2.0 2 .2 0.0 3.3 1 .3 1 .32 1 .78 1.00 1..82 1 . 19 0.43 0.00 1 .00 0.00 0.62 3 16,6 1.3 1.2 0.0 2.1 2.0 1.32 1.12 1.00 1,76 1 .31 0.41 0.00 1.00 0.00 0.44 4 1,5,7 2.0 1.6 0.0 0.0 12.1 1,35 1.72 1.00 1.00 1 .14 0.38 0.00 1.00 1.00 1,00 RExt 7.,3 1.3 1.3 1.3 1.3 1.3 2, 30 2.30 2.33 2.30 2,30 1.00 1.00 1.00 1.00 1,30 LAP BOLT SHEAR/BEARING: Bolt = 3.500 (A325 )Id Calc Shear Bear OC Calc Shear Bear 11C 1 0.28 4.42 2. 68 0 .10 2 0.19 4.42 1.86 0.10 0.37 4 .42 1 .86 0.20 3 0,37 4.42 1.84 0.20 0.38 4,42 1.86 0.21 4 0.55 4.42 2.68 0,20 LOAD ID 13 : Dead+Collateral+Snow/2+PAT SL1 ANALYSIS: Moment (£-k Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Leo Lap Sup LExt 0,00 -0.12 0.00 0.02 0.67 0.07 1 0.86 -0.96 -1.23 0.07 -2.78 6.52 0.65 2.84 2 0.72 C.56 -0,42 -0.52 2.84 1.56 -0.50 9.29 0. 62 1.24 3 0.56 0.46 -0.52 -0.67 1.24 0.56 -0.82 7,30 0.92 2,21 4 0.74 0.59 -0.48 2.11 0.79 -1.40 9.52 C.07 RExt 0,10 0.00 0.07 0.02 0. 67 0500 STRENGTH/DEFLECTION: ----Ko ent;f_k )--...- ....Mom+Shr- Deflect(in) id Loc Cale :limit UC Loc Calc Limit OC Loc UC Calc Limit LExt RSup -0.12 7.33 3.02 RSup 0.07 6.23 0.01 RSup 0.02 0.09 1 RLap -0.96 7.33 0.13 `ih..dS -2.78 6.1.4 0.45 RSup 0.24 -0.29 0.78 2 LLap 0.56 2.44 0.23 Llap 1.56 3,94 3.40 Ilan 0.39 0.01 0,80 3 RLap -0.52 2.44 0.21 RLap 0.92 4 .01 0.23 :RLap 0.28 -0.08 0,80 4 LLno 0.58 7.33 3.08 Mi_dS -1.40 6.14 0.23 LSup 0.18 -0.11 0.78 222 RExt LSup 000 7.33 0.01 LSup 0.07 6.23 0.01 LSup 0.02 0.03 EMBRACED LENGTH: Bay Major -------Minor(ft)------- Cb ------MoRI/M0m2 Id (ft) LSup LLap MidS RLap RSup LSup Lean MidS RLap RSup LSup nap MidS Rap RSup LExt 1.3 ]..3 1.3 1.3 1.3 1. 3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 1 15.7 13.0 0.0 0.0 0.7 2.0 1.14 1.00 1.00 1 .69 1.48 1.00 1.00 1.00 0.00 0 .23 2 16.0 2.0 3.7 0.0 1.8 2.,3 1.23 1.85 1 .00 1.77 1.27 0.55 0.00 1.00 0.00 0.50 3 16.0 1.3 1.4 0.0 2.1 2.0 1.30 1.73 1.00 1.76 1 .31 0.45 0.00 1.00 0.00 0.43 4 15.7 2.0 1.5 0.0 0.0 12.2 1.36 1.72 1.00 1.00 1. 14 0.37 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Id Calc Shear Bear UC Cala Shear Bear DC 1 0.42 4.42 2. 68 0.16 2 0.29 4.42 1.86 0.16 0.23 4.42 1.86 0.13 3 0.23 4.42 1.86 0.13 C.22 4.42 1.86 0.12 4 0.31 4 .42 2. 68 0.12 LOAD IC 14 : Dead4Collateral+Snow/2+PAT SL 2 ANALYSIS: Shear(k ) --------Moment (f-:k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap map Sup Sup Lap Mom Loo Lap Sup LExt 0,00 -0.10 0.00 0.02 0. 67 0.07 1 0.48 -0.58 -0.74 0.07 -1.40 6.15 0.79 2.11 2 0.67 0.52 -0.46 -0.56 2.11 0. 32 -0.82 8.70 0.56 1..24 3 0.52 3.42 -0.56 -0.72 1.24 0.62 -0.50 6.71 1.56 2.84 4 1.23 0.96 -0.88 2.84 0.65 -2 .78 9.15 0.37 RExt 0.12 0.00 0.07 0.02 0. 67 0.00 STRENGTH/DEFLECTION: Bay -- Sheart-+ ) --- -- ----Momentif-k ) -Mom4Shr - Deflect (in) Id Lou Cabo Limit DC Loc CaIc Limit DC Loo UO Calc 'Limit LExc RSup -0.1.0 7.33 0,01 RSup 0.07 6.23 0.01 RSup 0.02 0. 03 1 R1ap -0. 58 7.33 0.08 MidS -1.40 6.14 0-23 RSup 0.18 -0.11 3.78 2 LLap 0.52 2.44 0.21 ',Lap 0.92 4.01 0.23 LLap 0.28 -0.09 0.80 3 Flap -0.56 2 .44 0.23 RLap 1 .56 3.94 0.40 RLap 0.39 0.01 0. 80 4 flap 0.96 7.33 0. 13 MidS -2.78 6.14 0.45 LSup 0.24 -0.29 0.78 RExt LSup 0.1.2 7.33 0.02 LSup 0.07 6.23 0.01 SSup 0.02 0.09 UNBRACEL. :LENGTH: Bay Major --------Minor (ft) Cb- Morl/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LORD MidS RLap RSup LExt 1_3 1.3 1.3 1.3 1.3 1..3 2.30 2.30 2.33 2.30 2.30 1.00 1.03 1.00 1.00 1 .00 1 5.7 12.2 0.0 0.0 1.5 2.0 1.14 1.00 1.00 1.72 1.36 1 .60 1.00 1.00 0 .00 0.37 2 1.6.0 2.0 2.1 0.0 1.4 1.3 1.31 1.76 1.00 1 .73 1.30 0.43 0.00 1 .00 0.00 0.45 223 3 16.0 1.3 1.8 0.0 3.7 2.0 1.27 1.77 1.00 1 . 85 1.23 0.50 0.00 1 .00 0.00 0.55 4 15.7 2,0 0.7 C.P. 0.0 13.0 1.48 1.69 1.00 1.00 1.14 0.23 0.00 1.00 1.00 1.00 RExt 1-3 1.3 1.3 1.3 1.3 1.3 2.30 2 .30 2.30 2.30 2 .30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay ----Left_Lap(k ) ----- Ri.yt h _Lao(k ) ---- Id Calc Shear Bear UC: Calc Shear Bear UC 1 0.31 4 .42 2,68 0.12 2 0,22 4.42 1.86 0.12 3.23 4.42 1.86 0.13 3 0.23 4.42 1.86 0.13 0.29 4 .42 1 .86 0.16 4 0,42 4 .42 2 .68 0.16 LOAD ID 13 : Dead+Collatera:.aSnow-PAT SL 1 ANALYSIS: Shear(k )___..____ __..- _..-__Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.16 3.30 0.03 0.67 0.11 1 0.44 -0.62 -0.77 0.11 -1.13 5.66 ,..35 2.74 2 1.07 0.81 -0.90 -1.08 2.74 3.86 -1.55 8.00 1.44 2.7E 3 1..03 0.85 -0.85 -1.12 2.75 1,50 -1.19 7.66 1.51 3.48 4 1 .27 1 .00 -0.84 3.48 1.21 -2.5C 9.43 0.12 RExt 0.18 0.00 0,12 0.03 0.67 0.00 STRENGTH/0E?LECTION: Bay -------Shear(k ) ----- Moment (f-k ) -Mom+Shr- Defleot(in) Id Loc Cala Limit GC Loc Cama Limit UC Loc UC Cabo Limit LExt RSup -0.16 7.33 0.02 RSup 0.11 6.79 0.02 RSup 0.03 0.02 1 SIap -C.62 7.53 0,08 RSup 1.61 7.48 0.22 RSup 0.22 -0.05 0.78 2 RLap -0. 90 2 .44 0.37 MidS -1.55 3. 63 0.43 RLap 0.47 -0.19 0.80 3 RLap -0.85 2.44 0.35 RLap 1.51 4.01 0.38 Bap 0.47 -0.10 0.80 4 ILap 1 .00 7.33 0.1.4 MidS -2.50 6.14 0.41 ::S Sup 0.29 -0.23 0.78 Reit LSup 0.18 7.33 0.02 LSac 0.12 6.79 0.02 LSup 0.03 0.07 EMBRACED LENGTH: Bay Major ------Minor(ft) Gb Mom /Mom2 1d (ft) LSup LLap MIAS SLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.,3 1.3 1.3 1 .3 1.3 1 2.29 2.29 2.29 2.29 2.29 0.00 0.00 0.00 0.00 0.00 1 15.7 0.3 0.0 0.0 2.6 2,0 1.68 1..00 1 .00 1.76 1.27 0.00 1.00 1 .00 0.00 0.49 2 16.0 2.0 1.2 0.0 1.9 1 .3 1 .41 1.72 1.00 1.75 1.25 0.31 0.00 1.00 0,00 0.52 3 16.0 1 .3 2 .1 0.0 2.1 2 .0 1.23 1.77 1.00 1. .77 1 .32 0.54 0.00 1.00 0.00 0. 43 4 15.71.3 0.0 0.2 12.3 1.38 1.71 1,00 1.00 1.14 0.35 0.00 1.00 1.00 9.00 RExe 1..3 1.3 1.3 1.3 1.3 1.3 2 .30 2 .30 2.30 2,30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 Bay -----Left_Lap(k ) ---' Right Lap(.k ) ---- Id Calc Shear Bear UC Calc Shear Bear UC 224 0.40 4.42 2.68 0.15 2 0.28 4.42 1.86 0.15 0.52 4.42 1 .86 0.28 3 0.52 4.42 1 .86 0.28 0.36 4.42 1.86 0.19 4 0.51 4 .42 2. 68 0,1.9 LOAD ID 16 : Dea3+Collateral+Snow-PAT SL 2 ANALYSIS: Shear(k ) --- - Momentif-k ) ........ .....___ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.18 0.00 0.03 0. 67 0.12 1 1,84 -1.00 -1.27 0.12 -2.50 6.24 1.21 3. 48 2 10.85 -0.85 -1.03 3.48 1,51 -1.19 8.34 1.50 2.75 3 1.98 0.90 -0.81 -1.07 2.75 1 .44 -1.55 8.00 0.86 2.74 4 0.77 0.62 -0.44 2.74 1,35 -1.1.3 10.00 0, 11 RExt 0.16 0.00 0.11 0.03 0.67 0. 00 STRENGTH/DEFLECTION: Bay Shear(k )------ -----Moment (f -k ) -Mom+Shr- Deflect (in) Id Loc Cam Limit NC bac Calc Limit UC Loc UC Cabo Limit LExt RSup -0.18 7.33 0.02 RSup 0.12 6.79 0.02 RSup 0.03 0.07 RLap -1.00 7.33 0.14 MidS -2.50 6.14 0.41 RSup 0.29 -0.23 0.78 2 LLap 0.83 2.44 0,35 LLap 1.51 4.01 0.38 LLap 0.47 -0. 10 0 .80 3 L;.an 0. 90 2.44 0.37 MidS -1.55 3. 63 0.43 LLap 0.47 -0.19 0. 80 4 :..Lap 0.62 7.33 0.08 LSup 1. 61 7.48 0.22 LSup 0.22 -0.05 0.78 RExt LSup 0.16 7.33 0.02 LSup 0.11 6.79 0.02 LSup 0.03 0.02 EMBRACED LENGTH: Bay Major ------Minor(ft) Cb Moml/Moml 'd (ft) LSup LLar MiUS RLap RSup LSup Llap MidS Slap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0,0 1.3 2.0 1.14 1,00 1.00 1 .71 1.28 0.00 1. 00 1.00 0,00 3.35 2 16.0 2.0 2.1 0. 0 2.1 1.3 1.32 1 .77 1.00 1.77 1.23 0.43 3.00 1.00 0.00 0.54 3 16.0 1.3 1.9 0.0 1.2 2.0 1.25 1.75 1.30 1.72 1.41 0.52 0.00 1.30 0.30 0.31 4 15.7 2.0 2.6 6.0 0.0 0.3 1.27 1.76 1.0'3 1.00 1.68 0.49 0.00 1.00 1 .00 0.00 RExt 1..3 1.3 1.3 1.3 1.3 1.3 2 .29 2.29 2.29 2.29 2.29 0. 00 0.00 0. 00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -- ---Left Lap(k )----- Right Lap(k ) -- Id Cabo Shear Bear U0 Calc Shear Bear 00 1 0.51 4.42 2. 68 0.19 2 0.36 4. 42 1.86 0. 19 0.52 4.42 1.86 0.28 3 0.52 4. 42 1.86 0.28 0.28 4.42 1 .86 0.15 4 0.40 4.42 2.68 0.15 LOAD ID %7 : Egad"7.o11atera:.+2.OPAT i. 225 ANALYSIS: Shear(k ) _...____._ Moment (f-k ) .._ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap lap Sup Sup Lap Mom Loc bap Sup LExt 0.00 -0.04 0.00 0.00 0.67 0.02 0.43 -0.61 -0.77 0.02 -1.42 6.02 0.90 2.28 2 0.72 0.56 -0.45 -0.55 2 .28 1.00 -0 .98 9.05 0.27 0.94 3 0.20 0.17 -0.09 -0.13 0.94 0.69 --0.03 9.77 0,15 0.37 4 0.18 0.14 -0.14 0.37 0.04 -0.44 8.93 0.02 RExt 0.02 0.00 0.02 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay ____--Shear(k )...-___ -____Moment(_k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Cale Limit tExt RSup -0.04 7.33 0.01 RSup 0.02 6.23 0.00 LSup 0.00 0.04 1 RLap -0.61 7.33 0.08 MidS -1.42 6.14 0.23 RSup 0.19 -0.11 0.78 2 LLap 0.56 2.44 0.23 MidS -0.98 3.63 0.27 LLap 0.31 -0. 11 0.80 3 LLap 0.17 2.44 0.07 LLap 0.69 3.84 0.18 LLap 0.16 0.05 0.80 4 LLap 0.14 7.33 0.02 MIdS -0.446.14 0.07 LSup 0.03 -0.01 0.78 RExt LSup 0.02 7.33 0.00 LSup 0.02 6.23 0 .00 :,Sup 0.00 0.00 EMBRACED LENGTH: Bay Major ______-Minor(ft) ___._____ ___________Gb _____-_Mom'_/Mom2... Id (ft) LSup LLap MidS RLap RSup LSup LLap Mico RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1. 3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.30 1.00 1 15.7 12.0 0.0 0.0 1.7 2.0 1.14 1 .00 1.00 1.73 1..34 1.00 1.00 1.00 0 .00 0.40 2 16.0 2.0 2 .1 0.0 0. 6 1.3 1 .31 1 .75 1.00 1 .70 1.42 0.44 0.00 1 .00 0.30 0.29 3 15.0 1.3 6.8 0.0 2.6 2,0 1.12 2.06 1.00 1.90 1 .34 0.74 0.30 1.00 0.00 0. 42 4 15.7 2.0 0.3 0 .0 0.0 13.3 1 .59 1. 68 1.00 1 .00 1.14 0.12.. 1.00 1.00 1.00 1 .00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2. 30 2.30 2.30 2.30 2.30 1_00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay Left_Lap(k )----- --..---Right Lap(k )---- Id Calc Shear Hear UC Calc Shear Bear UC 7. 0.34 4 .42 2.68 0.13 2 0.23 4.42 1.86 0.13 0.18 4.42 1 .86 0.09 3 0. 18 4 .42 1.86 0.09 0.04 4.42 1 .86 0.02 4 0.05 4.42 2.68 0.02 LOAD ID 18 : Dead+Collateral.+2 .OPAT LL 2 ANALYSIS: --Shear1k 7_-_...____ _____________ Moment (f_k ) .._ Bay Left Left Right Right Left Left Midspan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.00 0.00 0.67 0.02 1. 0.08 -0.19 -0.24 0.02 -0.15 4.08 0.78 1.21 2 0.59 0.43 -C.58 -0.68 1.21 0. 19 -0 . 98 7.42 1.10 1.94 3 0.68 0.58 -0,43 -0.59 1.94 1.10 -0.98 8.58 0.19 1.21 226 4 0.24 0.19 -0.08 1.21 0.78 -0.15 11.58 0.02 RExt 0.02 0.00 0.02 3.00 0.67 0, 00 STRENGTH/DEFLECTION: Bay -- Shear(k ) ------ -----Moment(f-k ) ----- -Mom+Shr.- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc GC Calc Limit LExt RSup -0.02 7.33 3.00 RSup 0.02 6.23 0.00 LSup 0.00 -0.01 1 Flap -0. 19 7.33 0.03 RLap 0.78 6,45 0.12 RLap 0.11 0.06 0.78 2 RLap -0.58 2 .44 0.24 RLap 1 .10 4.01 0.28 RLap 0.33 -0,11 0.80 3 LLap 0.58 2.44 0.24 LLap 1.10 4.01 0.28 LLap 0.33 -0.11 0 .80 4 LLap 0.19 7.33 0.03 LLap 0.78 6.45 0.12 1Lap 0.11 0.06 0.78 RExt 'LSup 0.02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 0.00 -0.01 UNBRACED LENGTH: Bay Major _-_____Minor (2t)_____..___ Cb_....._ -Mom1/Mcm2 Id (ft) LSup Leap MidS RLap RSup LSup _,Lap MIdS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2 .30 2.30 2.30 1 .00 1.00 1.00 1 .00 1 .00 1 15.7 8.0 0.0 0.0 5.7 2.0 1.14 1 . 00 1.00 1.89 1 .17 1.00 1 .00 1.00 0.00 0 .64 2 14.0 2.0 0.5 0,0 2.3 1.3 1.56 1.69 1.00 1.76 1.22 0.15 0.00 1.00 0.00 0.57 3 16.0 1,3 2.3 0.0 0.5 2.0 1.22 1.75 1.00 1.69 1.56 0.57 0.00 1.00 0.00 0.15 4 15.7 2.0 5.7 0.0 0.0 8.0 1.17 1 .89 1.00 1.00 1.14 0. 64 0.00 1. 00 1 .00 1. 00 RExt 1 .3 1.3 1 . 3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1. ,00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -----Left-Lap(k )---_- Right_Lap(k ) -- Id Salt Shear Bear UC Calc Shear Bear DC 1 0.18 4.42 2.68 0.07 2 0.12 4.42 1.86 0.07 0.36 4.42 1.86 0.20 3 0.36 4 .42 1 .86 0.20 0.12 4 .42 1.85 0.07 4 0.18 4.42 2. 68 0.07 LOAD ID 19 : Dead+Collateral+2.0?P.T LL 3 .ANALYSIS: "'- Shear(k } Moment(f-k ) --- Bay Left Left Right Right Left Left [4;1dSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.00 0.00 0.67 0.;2 1 0.14 -0.14 -0.15 0.02 -0.44 6.74 0.04 0.37 2 0.13 0.09 -0.17 -0.20 0.372.1,5 -0.03 6.23 0.69 0.94 3 0.55 0.45 -0.56 -0.72 0. 94 0.27 -0.98 6.95 1.00 2.28 4 0.77 0.61 -0.48 2.28 0.90 -1.42 9.65 0 .02 RExt 0.04 0.00 0.32 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k ) ------ ---Moment (£-k ) -Mom-Shr- Deflect (in) Id Loc Calc Limit DC Loc Galt Limit 3C Loc 3C Galt limit LExt RSup -0.02 7.33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 0.00 1 R"Lau -0 .14 7.33 0.02 MidS -0.44 6.14 0.07 RSup 0.03 -0.01 0 .78 227 2 RLap -0.17 2.44 3.07 RLap 0.69 3.84 0.18 RLap 0.16 0.05 0.80 3 RLap -0.56 2.44 0.23 MidS -0.98 3.63 0.27 RLap 0.3. -0.11 0.80 4 LLap 0 .61. 7.33 0.08 MidS -1 .42 6.1.4 0.23 LSup 0.19 -0.11 0.78 RExt LSup 0.04 7 .33 0.01 LSup 0.02 6.23 0.00 LSup 0.0D 0.04 7NBRACED LENGTH: Bay Mayor -_.____Minor(£t) _____.... CL___ .. Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS Riap RSup LSup LLap MidS RLap RSup LExt 1.3 1,3 1.3 1. .3 1.3 1. .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 13.3 0.0 0.0 0.3 2.0 1.14 31,00 1.00 1,68 1.59 1.00 1.00 1.00 1.00 0.12 2 16.0 2.0 2.6 3.0 6.8 1.3 1.34 1.90 1.00 2.06 1. 1.2 0.42 0.00 1.00 0.00 3.74 3 1.6.0 1.3 0. 6 0.0 2 .1 2.0 1.42 1.70 1.00 1 .75 1.31 0.29 0,00 1.03 0.00 0.44 4 15.7 2,0 1.7 0.0 0.0 12 .D 1.34 1.73 1.00 1 .00 1.1.4 0.40 0.00 1.00 1.00 1 .00 RExt 1.3 1.3 1.3 1.3 1.3 1 .3 2 .30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1. .00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -----Left Lap(k )----- -----Right_Lap(k )---- Id Caic Shear Bear GC Ca_c Shear Bear DC ...-. 0.05 4.42 2.68 0.02 2 0.04 4.42 1.86 0,02 0.18 4.42 1.86 0.09 3 0. 18 4.42 1.86 9.09 0.23 4 .42 1.86 0.13 4 0.34 4.42 2.68 0.13 LOAD ID 20 : Dead+Collatera142.0PAT LL 4 ANALYSIS: Shear (t ) ___. Mon';ent (f-k ) Bay Left Left Right. Right Left Left MidSpau Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.04 0.00 0.00 0.67 0.02 1 0.55 -0.53 -0.69 0.02 -1 .90 6.94 -0.10 1.13 2 0.17 0.1.3 -0.12 -0.15 1.13 0.82 0.38 8.59 0.76 0.94 3 0. 60 0.49 -0.51 -0. 67 0.94 0.21 -1 .33 7 .55 9.33 1.52 4 0.25 0.21 -0.06 1.52 1 .05 -0,08 12.55 0.02 RExt 0.02 0.00 0.02 3,00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear. (:: ) ----- ----""'Moment (P-k ) -Mon+Shr- Deflect(in) Id Loc Cali Limit OC Lou Calc Limit UC Loc GC Calc Limit LExt RSup -0.04 7.33 0.01 RSup 0.02 6.23 0.00 LSup 0.00 0.06 1 LSuo 0,55 7.33 0.08 MidS -1.90 6.14 0.31 RSup 0.11. -0.23 0.78 2 LLap 0.13 2.44 0.05 LLap 0. 82 3.43 0.24 LLap 0.18 0.14 0.80 3 RLap -0.51 2.44 0.21 MidS -1.33 3.63 0.37 RLap 0,22 -0.20 0.80 4 LLap 0.21 7.33 0.03 LLap 1.05 6.40 3. 16 LLap 0. 11 0.08 0.73 RExt LSup 0.02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 0.00 -0.02 UNBRACED LENGTH: Bay Mayor -------minor (ft) _____... CP ...... _Mam_/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 228 LExt 1,3 1.. 3 1.3 1. 3 1.3 1 .3 2.30 2.30 2.30 2.30 2 .30 1.00 1 .00 1 .00 1.00 1.00 1 15.7 13.7 0.0 0.0 0.0 2.0 1.13 1.00 1.03 1.90 1.85 1.00 1.00 1.00 1.00-0.09 2 16.0 2.3 12.7 .12.7 12.7 1.3 1 .13 1.58 1.58 1.58 1.09 3.73 0.92 0.92 0.92 0.81 3 16.0 1.3 0.4 0.0 0.7 2.0 1.48 1 .68 1.00 1.69 1.49 0.22 0.0C 1.0C 0. 00 0.22 4 15.7 2.0 7.7 0,0 0.0 0.3 1.15 1..99 1.00 1 .00 1. 49 0.69 0.00 1 .00 1 .00 1.00 RExt 1.3 1 .3 1.3 1.. 3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 2 .00 1.00 1, 00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A.325 ) Bay ___-_Left Lap(k )_____ ____...:gight Lap(k )---- Id Calc Shear Bear UC Caic Shear Bear UC 1 0.17 4.42 2. 68 0.06 2 0.12 4.42 1 .86 0.06 C. 18 4 .42 1.86 0.09 3 3. 18 4.42 1.86 0.39 0.16 4.42 1,86 0.08 4 0.22 4.42 2.68 0.08 LOAD ID 21 : Dead+Collateral+2.0PAT LL 5 ANALYSIS; Shear(k ) Moment(f-k ) Bay Left Left Right Right LeftVf�_ MidSpan Richt Right Id Sup Lap Lap Sup Sup lap Morn Loc Lao Sup LExt 0.80 -3.02 3.00 0.00 0.67 0.02 1 0.06 -0.27. -0.25 0.02 -0.08 3.12 1.05 1 .52 2 0.67 0.51 -0.49 -0, 60 1.52 0.33 -1.33 8.45 0.21 0.94 3 0,15 0. 12 -0.13 -0.17 0.94 0.76 0. 38 7.41 0.82 1, 13 4 0.69 0.33 -0.55 1 .13 -0. 10 -1.90 8.72 0.02 RExt 0.04 0.00 0.02 0.00 0.67 0.00 STRENGTH:/DEFLECTION: Bay Shear (k ) ------ ---- Momeat (f-k ) -Mom+Shr- Deflect (it) Id Lop Calc Limit UC Loc Calc Limit UC Loc CC Cabo .limit LExt RSup -0.02 7.33 0.00 RSup 0.02 6,23 0.00 LSup 0.00 -0.02 1 RLap -0.21. 7.33 0.03 RLap 1 .05 6.40 0.16 RLap 0. 1.4 0.08 0.78 2 LLap 0. 51 2.44 0.21 MidS -1.33 3.63 0.37 nap 0.22 -0.20 0.80 3 Rlap -0.13 2.44 0.05 RLap 0.82 3.43 3.24 RLap 0.18 0.14 0.83 4 REup -0.55 7.33 0.08 MidS -1 .90 6.14 0.31 LSup 0.11 -0.20 0.78 RExt LSup 0.04 7.33 0.01 LSun 0.02 5.23 0.00 ISun 0.00 0.06 UNBRACED LENGT6: Bay Major ----Minor(ft7 ........_ Oh-.._-. ....Mom=/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1. 3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1,00 1.00 1 15.7 0.3 0.0 0.0 7.7 2.0 1.69 1. .00 1.00 1.99 1.13 1.00 1.00 1.00 0.00 0.69 2 16.0 2.0 0.7 0.0 0.4 1.3 1.49 1.69 1.00 1.68 1.48 0.22 0.00 1.00 0,00 0.22 3 16.0 1.3 12.7 12.7 12.7 2.0 1.09 1.58 1.58 1.58 1.13 0.81 0,92 0.92 0. 92 0.73 9 15.7 2.0 0.0 0,0 0.0 13.7 1.85 1. ,00 1 .00 1.00 1.13 -0.09 1.00 1. 30 1.00 1.00 RExt 1.3 1.3 1 .3 1 .3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1 .00 1.00 1.00 1.00 1.00 _AP BOLT SHEAR/BEARING: Bolt = 0,500 (A325 ) 229 Bay ---Left Lap(k }--- Right Lap(k 7 ---- Id Caic Shear Bear 0C Calc Shear Bear 00 1 0.22 4.42 2.68 0.08 2 0.16 4.42 1.86 0.08 0.19 4.42 1 .86 0.09 3 0.18 4 .42 1.86 0.09 0.12 4.42 1 .86 0.06 4 0.17 4.42. 2.68 0.06 LOAD ID 22 : DeadtCollateral+1.2DNR SL ANALYSIS: Shear(k ) - Moment(`-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap lap Sup Sup Lap Mom Loc Lap Sup LExc 0.00 -0.39 0.00 0.06 0. 67 0.26 1 1.82 -2.18 -2.77 0.26 -5.38 6.21 2.77 7.72 2 2.48 1_89 -1 . 931. -2.20 7.72 3.35 -2.78 8.47 2.85 5.53 3 2.20 1.81 -1.89 -2.48 5.53 2.95 -2.79 7.53 3.35 7.72 4 2.77 2.16 -1.82 7.72 2 .77 -5.38 9.46 0.26 RExt 0.39 0.00 0.26 0.06 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k )------ -----Moment(f-k )---- -MORtShr- Deflect(in) Id Lot Calc Limit 00 Loc Calc Limit EC Loc GC Calc Limit LExc RSup -0.39 7 .33 0.05 RSup 5.26 6.79 0.04 RSup 0.08 0. 17 1 RLap -2.18 7.33 0.30 MidS -5.38 6.14 0.88 RSup 0.65 -0.54 0.78 2 LLap 1.89 2.44 0.78 Llap 3.33 4.01 0.84 LIap 1 .03 -0.28 0.80 3 :RLao -1.89 2.44 0.79 RLap 3.35 4.01 0.84 RLap 1.03 -0.28 0.80 4 LLap 2.18 7 .33 0.30 MidS -5.38 6.14 0.88 LSup 0.65 -0.54 0.78 RExt LSup 0.39 7.33 0.05 LSup 0.26 6.79 0.04 LSup 0.06 0.17 UNBRACEO LENGTH: Bay Major ------Minor (`t) ------ Oh --------Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap Mi.dS RLap RSup LSup LLap midS Reap RS.ap LExt 1.3 1.3 1.3 1,3 1.3 1.3 2.30 2.30 2.35 2.30 2. 30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 3.0 0.0 1.4 2.0 1,14 1.50 1.00 1.72 1,37 0.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1 .8 1..3 1.31 1.76 1.00 1.75 1.25 0.43 0,00 1 .00 0.00 0.52 3 16.0 1. ,3 1.80.5 2.1 2.0 1.25 1.75 1 .00 1.76 1,21 0.52 0.00 1.00 0.00 0 .43 4 15.7 2.0 1.4 0,0 0.0 12.3 1 .37 1.72 1 .00 1.00 1. 14 0.36 0.00 1.00 1.00 0.00 RExt 1.3 1. 3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt -- 0.500 (A325 ) Id Calc Shear Bear CC Calc Shear Bear OC 1 1. 14 4.42 2.69 0 .42 2 0.79 4.42 1.86 0.43 1.04 4.42 1.86 0.56 3 1.04 4.42 1.86 0.56 0.79 4.42 1.86 0.43 4 1 .14 4.42 2.68 0.42 230 T16-203 Purlin(Surface• 3, Id= 6) 6/21/16 3:35pm ROOF PURLIN Surface Id = 3 Purlin Id = 6 Offset = 17.79 Edge Strip = 4.00 LAYOUT: (Purlin '.Id= 6) Available Cosign Reduction Bay Length ---Lap(ft)-- Load No. Factor Id Part (ft} Left Right Width Brace Out In LExt 8825Z13 1.33 3.29 0 0.00 0.70 1 8X25313 15.67 2 .00 3.29 0 0.00 0.70 2 8X25Z16 16.00 2.00 1.33 3.29 0 0,00 0.70 3 8)125216 16.00 1.33 2.00 3.29 0 0.00 0.70 4 8X25213 15.57 2.00 3.29 0 0.00 0.70 RExt 61(25313 1.33 3.29 0 0.00 0 .70 LOAD LC 1 : Dead+Collateral+live ANALYSIS: Shear(k ) Moment (f-:k ) Bay Left Left Right Right Left Left MidSoan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.10 0.00 0.02 0. 67 0.07 1 0.49 -0.59 -0.75 0.07 -1.46 6.21 0.75 2.10 2 0. 67 0. 51 -0.49 -0.60 2.10 0.91 -0.75 8.47 0.77 1.50 3 0.60 0.49 -0.51 -0.57 1.50 0.77 -C.75 7.53 0.91 2.10 4 0.75 0.59 -0.49 2.10 0.75 -1.46 9. 46 0.07 RExt 0.10 0.00 0.07 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay .. Shea_(k ) ____-yonent(f-k ) -Morn+Shr Deflect(ir) Id Loc ca1c Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.10 7.33 0.01 RSup 0.07 6.23 0.01 RSup 0.02 0.04 1 RLap -0.59 7.33 0.08 MidS -1.46 6.14 0.24 RSup 0.18 -0.12 0.79 2 "-Lap 0.51 2.44 0.21 LLap 0.91 4.01 0.23 'LLap 0.28 -0.06 0.80 3 RLao -0.51 2.44 0.21 RLap 0.91 4.01 0.23 RLap 0.28 -0.06 0.80 4 LLap 0.59 7.33 0.08 MidS -1.46 6.14 0.24 LSup 0. 18 -0.12 0.78 RExt LSup 0.10 7.33 0.01 LSup 0.07 6.23 0.01 LSup 0.02 0.04 UNBRAOED LENGTH: Bay Major -------Minor (ft) -- Cb--- - -Momi/Mom2 Id (ft) LSup LLap Mido R.ap RSup LSup LLap MidS Rlap RSup LSup LLap MidS Cap RSup LExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2.33 2.30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 1 15.11 2.3 0.0 0.0 1.4 2.0 1 .14 1 ,00 1.00 1. .72 1.37 1 .00 1.00 1.00 0.00 0.36 2 16, 0 2.0 2.1 0.0 1.8 1..3 1 .31 1.76 1.00 1.75 1.25 0.43 0.00 1.00 0.00 0.52 231 3 16.0 1 ,3 1.8 0.0 2.1 2.0 1.25 1 .75 1.00 1.76 1.31 0.52 0.00 1.00 0.03 0.43 4 15,7 2.0 1.4 3.0 0.0 12.3 1.37 1.72 1.00 1 .00 1.14 0.36 0.00 1.00 1.00 1.00 RExt 1 .3 1.3 1 .3 1,3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1,00 1.00 1.00 1.00 LA? BOLT SHEAR/BEARING: Bolt e 0.500 (A325 ) Bay -----Left_Lap (k ) ----- Right_Lap (k ) --- Id Cale Shear Bear UC Cale Shear Bear UC 1 0. 31 4.42 2.68 0.12 2 0.22 4.42 1.886 0, 12 0.28 4.42 1.86 0.15 3 0.28 4 .42 1.86 0.15 0.22 4 .42 1.86 0.12 4 0.31 4.42 2. 68 9.12 LOAD ID 2 Dead+Coliatera1+Snow ANALYSIS: .... Shear(: )-........ _.. _._....____Moment (`-k ) - Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0. 18 D.00 0.03 0.67 0.12 1 0.83 -1.00 -1.27 0.12 -2.47 6.21 1.27 3.54 2 1.14 0.87 -0.83 -1.01 3.54 1,54 -1.27 8.47 1 .31 2.54 3 1.01 0.63 -0.87 -1.14 2.54 1,31 -1 .27 7 .53 1.54 3.54 4 1.27 1.00 -0.83 3.54 1.,27 -2.47 9.46 0.12 RExt 0.18 0.00 0.12 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )----- Moment (f-k ) -Mon+Shr- Deflect(in) Id Luo Cale Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSuo -0.18 7.33 0.02 RSup 0.12 6.79 0.02 RSup 0.03 0.07 1 RLap -1.00 7.33 0.14 MidS -2.47 6.14 0.40 RSup 0.30 -0.22 0.78 2 LLap 0.87 2.44 0.36 LLap 1.54 4.01 0.38 LLap 0.48 -0.12 0.80 3 R.Lap -0 .97 2.44 C .36 RLap 1.54 4.01 0.38 RLap 0.48 -0.12 0.80 4 LLap 1 .00 7.33 0.14 MidS -2.47 6.14 0.40 LSup 0.30 -0.22 0.78 RExt LSup 0.18 7.33 0.02 LSup 0.12 6.79 0.02 LSup 3.03 0.07 UNBRACED LENGTH: Bay Major -------Minor(5n) ----------Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLao RSup LSup LLap MidS Flap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.20 0.00 0.00 1 15.7 12 .3 0.0 0,0 1.4 2,0 1.14 1 .00 1.00 1.72 1.37 0.00 1.00 1.00 0.00 0.36 2 26.0 2.0 2.1 0,0 1.8 1.3 1.31 1.76 1 .00 1.75 1 .25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2 .1 2.0 1.25 1.75 1.00 1.76 1.31. 0.52 0.00 1.0C 0.00 0.43 4 1.5.7 2.0 1.4 0.0 0.0 12. 3 1.37 1.72 1.00 1.00 1 .14 0.36 0.00 1.00 1 .00 0.00 RExt 1.3 1.3 1.3 1.3 1.3 1..3 2.30 2.30 2.30 2.30 2 .30 0.00 0.00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Boit = 0.500 (A325 ) Bay -----Left Lap(k ) ----- --Right_Lap(k }-- id Cale Shear' Bear UC Calc Shear Bear CC 232 0.52 4.42 2.68 0.19 2 0.36 4.42 1.86 0.20 0.48 4.42 1.86 0.26 3 0.48 4 .42 1. 86 0.26 0.36 4.42 1.26 0.20 4 0.52 4.42 2. 68 0.19 LOAD l0 3 : Dead+Collatera +Snow+Snow ➢rift ANALYSIS: Shear(k 7 ._ ._..---Moment(f-k 7--... ._._ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0. 18 0.00 0.03 0.67 0.12 1 0.83 -1.00 -1.27 0.12 -2.47 6.21 1.27 3.54 2 1.14 0.87 -0.83 -1.31 3.54 1.54 -1.27 8.47 1.31 2.54 3 1 .01 0.83 -0.87 -1 .14 2.54 1.31 -1.27 7.53 1.54 3.54 4 1.27 1,00 -0.83 3.54 1.27 -2.47 9.46 0.12 RExt 0.18 0.00 0.12 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay -- ----Shear (k )----- Moment (f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit OC Luc 170 Calc Limit LExt RSup -0.18 7.33 0.02 RSup 0.12 6.79 0.02 FeSup 0.03 0.07 1 R'.Lap -1.03 7.33 0.14 MidS -2.47 6. 14 C.40 RSup 0.30 -0.22 0.78 2 LLap 0.87 2.44 0.36 LLap 1.54 4 ,01 0.38 LLap 0. 48 -0.12 0.80 3 RLap -0.87 2.44 0.36 RLap 1.54 4.01 0.38 RLap 0.48 -0.12 0.80 4 LLap 1.00 7.33 0.1.4 MidS -2.47 6.2..4 0.40 LSup 0.30 -0.22 0.78 RExt :..Sap 0.18 7.33 0.02 LSup 0.12 6.79 0.32 'LSup 0.03 0.37 UNBRACEB LENGTH: Bay Major -------Minor(ft) C. Moml/Moc12 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LIaap MidS RLap RSup LExc 1 .3 1 .3 1 .3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 0.00 0. 00 0.00 0.00 0.00 1 1.5.7 12.3 0. 0 0.0 1 .4 2.0 1.14 1,00 1.00 1 .72 1.37 0.00 1.0C 1.00 0.00 0.36 2 16.0 2.0 2.1 0,0 1.8 1.3 1.31 1.76 1.00 1 .75 1 .25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2.1 2 .0 1.25 1.75 1.00 1.76 1.31 0.52 0.30 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1.90 1 .00 1.14 0.36 0.00 1.00 1.00 0.00 RExt 1 .3 1 .3 1.3 1.3 1 .3 1 .3 2.30 2.30 2.30 2.30 2.30 0.00 0. 00 0.00 0. 00 0.00 LA.P BOLT SHEAR/BEARING: Bolt = 8.550 (A325 ) Ray ---..-Left Lap(k )----- Right Lap(k ) --- Id Calm Shear Bear UC Calc Shear Bear UC 1 0.52 4.42 2.68 0.19 2 0.35 4.42 1 .86 0.20 0.48 4.42 1.86 3.26 3 0.48 4.42 1.86 0.26 0.36 4.42 1.86 0.20 4 0.52 4.42 2 .68 0.19 LOAD ID 4 : Dead+Collateral+Snow+Slide Sno*x 233 ANALYSIS: Me.ment(f-k Day Left Left Right Right left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Luc Lap Sup LExt 0.00 -0 .18 0.00 0 .03 0.67 0.12 O.83 -1.00 -1.27 0.12 -2.47 6.21 1.27 3.54 2 1.14 0.87 -0.83 -1.01 3.54 1.54 -1.27 8 .47 1.31 2,54 13 1.01 G_83 -0.87 -1.14 2.54 1.31 -1.27 7,53 1.54 3.54 4 1 .27 1.00 -0.83 3.54 1.27 -2 .47 9.46 0.12 RExt 0.18 0.00 0.12 0.03 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shearik y Moment(f-': }----- -Mome3hr- Deflect(in) Id Loh Cabo Limit OC Loc Gale Limit OC Loc UC Calc Limit LExt RSup -0.18 7.33 0.02 RSup 0.12 6.79 0,02 RSup 0.03 0.07 1. RLap -1.00 7 .33 0 .14 MIdS -2 .47 6.14 0.40 RSup 0.30 -0.22 0.78 2 LLap 0.87 2.44 0,36 L_ap 1.54 4.01 0.38 ILap 0.48 -0, 12 0.80 3 RLap -0.87 2.44 0.36 RLap 1.54 4.01 0.38 RLap 0.48 -0,12 0.80 4 LLap 1.00 7.33 0.14 971dS -2.47 6.14 0.40 LSup 0.30 -0.22 0.78 RExt LSup 0.18 7.33 0.02 LSup 0.12 6.79 0.02 LSup 0.03 0.07 UNBRACED LENGTH: Bay Mater ----'----Minor(ft) ________ Cb- ________Mom1/Mom2--__.__ Id (ft) LSup LLap MidS RLap RSup 18up LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 0.00 0.00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1..00 1..72 1.37 0.00 1.00 1.00 0,00 0.36 2 16.0 2.0 2.1. 0 .0 1.8 1.3 1 .31 1.76 1. .00 1.75 1.25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2.1 2.0 1 .25 1.75 1.00 1.76 1 .31 0.52 0.50 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1 .00 1 .00 1 .14 0.36 0 .00 1.00 1,00 0.00 RExt 1.3 1.3 1.3 1. 3 1. 3 1.3 2.30 2.30 2.30 2.30 2.30 0.00 0,00 0.00 0.00 0.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 Bay --..__-Left Lap(k )___... _.....___Right '..ap(k ) ---- Id Calc Shear Bear UC Cale Shear Bear UC 0.52 4.42 2. 68 0.19 2 0 .36 4.42 1 .86 0 .20 0.48 4.42 1 .86 0.26 3 0.48 4 .42 1.86 0.26 0.36 4.42 1.86 0.20 4 0.52 4.42 2. 68 0.19 LOAD ID 5 : 0.8Dead+0,8Colla`_eral+0.33L1ve+1,07Wind Pressures ANALYSIS: Shear1k } --...._____ _________....____voneo( -k /- Bay Left left Right Right Left Left MidSpan Right. Right id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.05 0.00 0.01. 0. 67 0.03 1 0.44 -0.53 -0.67 0.03 -1.32 6.17 0.67 1.88 2 0.60 0.46 -0.44 -0.53 1.88 0.82 -0.67 8.48 0.69 1.34 3 0.53 0.44 -0.46 -0.60 1.34 0.69 -0.67 7 .52 0.82 1 .88 234 4 0. 67 0.53 -0.44 1.88 0,67 -1.32 9.50 0.53 RExt 0.05 0.00 0.03 4.01 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear (k )------ -----Moment(f-k ) -Mom+Shr- Deflect in) Id Loc Cal Limit 07 Lou Calc Limit UC .Loc UC Calc Limit LExt RSup -0 .05 7.33 0.01 RSup 0.03 6.23 0.00 LSup 0.00 0.04 1 RLap -0.53 7.33 0.07 MidS -1 .32 6.14 0.22 RSup 0.16 -0.11 0.78 2 Ilap 0.46 2.44 0.19 LLap 0.82 4.01 0.20 LLap 0.25 -0.06 0.80 3 RLap -0.46 2 .44 0.19 RLap 0.82 4.01 0.20 RLap 0.25 -0.06 0.80 4 LLap 0.53 7.33 0.07 MidS -1.32 6.14 0.22 1,Sup 0.16 -0.11 0.78 RExt LSup 0.05 7.33 0,01 LSup 0.03 6.23 0.00 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major ____...__R±ir or(ft) __ Cb .Mom_rMom2..... Id (ft) LSup L_p MidS RLap RSup LScp LLap MidS RLap RSup LSup LLap Kids RLap RSup LExt 1. .3 1 .3 1 .3 1 .3 1.3 1.3 2.30 2.30 2 .30 2,30 2.30 1. 00 1 .00 1 .00 1.00 1.00 1 1.5.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.0C 1.72 1.37 1.00 1.00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1.75 1.25 0.44 0.05 1.00 0.00 0.51 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1 .76 1 .3. 0.51 0.00 1.90 0.00 0.44 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1. .00 1.14 0.36 0.05 1.03 1.00 1 .00 RExt 1.3 1.3 1 .3 1 .3 1 .3 1.3 2.30 2.30 2 .30 2.30 2.30 1.30 1 .00 1 .00 1.00 1 .00 LAP BOLT SHEAR/BEARING: Boit = 3.500 (A325 ) Bay -----Left Lap(k )----- Right_Lap(k ) ---- Id Calc Shear Bear U0 Calc Shear Bear UC 0.28 4.42 2. 68 0.10 2 0. 1.9 4.42 1 . 86 0. 10 3.25 4.42 1.86 0.13 3 0.25 4.42 1..86 0.13 0.19 4.42 1.86 0.10 4 0.28 4.42 2.68 0.10 LOAD ID 6 : 3.BDead+0.8Collatera1+0 .335now+1. 37Wind Pressures ANALYSIS: _..__ Shear(k }___....____ ....__ ._-Moment (f-k )___... Bay Left Left Right Right Left Left MidSpan Right Right Id Sup lap hap Sup Sup Lap Mom hoc Lap Sup LExt 0.00 0.37 0.00 0.01 0.67 0.35 1 0.55 -0.67 -0.85 0.05 -1.665 6.18 0.84 2.36 25.76 0.58 -3.55 -0.67 2.36 1.03 -0. 84 8.48 0. 86 1 .08 3 0. 67 0 .55 -0.58 -0.76 1. 68 0.86 -0.84 7 .52 1.03 2.36 4 0.85 0. 67 -0.55 2.36 0.84 -1.65 9.49 0.05 RExt 0.07 0.00 0.05 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay ------Shear(k ) Moment (f-k ) ---- -Mom+S'7r deflect (in) Id Loc Calc -limit UC Lou Calc Limit UC Loc UC Calc Limit LExt RSup -0.07 7.33 0.0:1. RSup 0.05 6.23 0.01 .,Sup 5.00 0.05 Rlaa.p -0.67 7 .33 0.09 MidS -1.65 6.14 0.27 RSup 0.20 -5.15 0.78 235 2 LLap 0.58 2.44 0.24 LLap 1 .03 4.01 0.26 LLap 0.32 -0.07 0.80 3 RLap -0.58 2.44 0.24 ELap 1.03 4.01 0.26 RLap 0.32 -0.07 0.80 4 LLap 0. 67 7.33 0.09 MidS -1.65 6.14 0.27 LSup 0.20 -0.15 0 .78 RExt LSup 0.07 7.33 0.01 LSup 0.05 6.23 0.01 LSup 0,00 0.05 UMBRACED LENGTH: Bay Major Minortft)___...____ _-...___-____Ch__. ____...__Moml/Mom2-...__-_.- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2 .30 2 .30 2 ,30 2,30 1.00 1 .00 1.00 1.00 1.00 1 15,7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1.72 1.37 1.00 1 .00 1.00 0.00 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1.76 1.00 1,75 1 .25 0.43 0.00 1.00 0.00 0.51 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1 ,76 1.31 0.51 0.00 1 .00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1. 37 1. 72 1.03 1.00 1.14 0.36 0.00 1.00 1 .00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2,30 2,30 2.30 1.00 1.00 1 .00 1.00 1.00 LAB BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay ----Left,Lap(k )----- ----Right_Lap(k ) ---- Id Cabo Shear Bear SC Galt Shear Bear UC 1 0.35 9 .42 2.68 0.13 2 0.24 4.42 1 ,86 0.13 0.31 4.42 1.86 3.17 3 0.31 4.42 1.86 0.17 0.24 4 .42 1.86 0.13 4 0.35 4.42 2.58 0.13 LOAD ID 7 : 0.8Dead+0.SCo-latera0+0. 33Snow-1.07W_nd Pressurel-0.33Snow D ANALYSIS: --------Shear (k ) __ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Lop Lap Sup LExt 0.00 -0.07 0.00 0,01 0. 67 0.05 1 0.55 -0.67 -0.85 0,05 -1. .65 6.18 0.84 2.36 2 0.76 0.58 -0.55 -0.67 2.36 1.03 -0.84 8.48 0.86 1 .68 3 0.67 0.55 -0.58 -0.76 1 .68 0.86 -0.84 7.52 1 .03 2.36 4 0.85 0.67 -0.55 2.36 0.84 -1. .65 9.99 0.05 RExt 0.07 0.00 0.05 0 .01 0. 67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----N,oment(f-k ) ----- -Mom-6hr- Deflect (in) Id Loc Calc Limit UC Roc Calc limit UC Loc DC Calc Limit LExt RSup -0.07 7,33 0.01 RSup 0.05 6.23 0 .01 LSup 0.00 0.05 1 Flap -0.57 7.33 0.09 MidS -1.65 6.14 0.27 RSup 0.20 -0.15 0,78 2 LLap 0.58 2.44 0.24 LLap 1.03 4.01 0.26 LLap 0.32 -0.07 0.80 3 RIap -0.58 2.44 0.24 Flap 1..03 4.01 0.26 Kam 0.32 -0.07 0.80 4 LLap 0.67 7.33 0.09 MidS 6.14 0.27 LSup 0.20 -0 .15 0.78 RExt LSup 0.07 7.33 0.01 LS )1D 0.05 6.23 0.01 LSup 0.00 0.05 UNBRACED LENGTH: Bay Major Minortft)___...____ -_____.__-_Cb Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 236 LExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.30 2. 30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1.72 1.37 1.00 1,00 1.00 0.09 0.36 2 16.0 2.0 2.1 0.0 1.8 1.3 1.31 1 .76 1.00 1 .75 1.25 0.43 0.00 1.00 0.00 0.51 3 16.0 1 .3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31 0.51 0.00 1.00 0.00 0. 43 4 15,7 2.0 1.4 0.0 0.0 12.3 1.37 1,72 1.00 1.00 1.14 0.36 0.00 1.00 1. .00 1 .00 RExt 1.3 1 .3 1.3 1. 3 1.3 1..3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -----Left Lap (k )----- Right Lap(k 1--- Id Cale Shear Bear DC Calc Shear Bear DC 1 0.35 4.42 2. 68 0.13 2 0.24 4.42 1 .86 0.13 0.31 4.42 1.86 0.17 3 0.31 4.42 1 .86 0.17 0.24 4.42 1.86 0.13 4 0.35 4.42 2.68 0.13 LOAD ID 0 : 0.8Dead+0.8Co11ateral+0.335now+1.07w_nd preesure1+0.3351ide ANALYSIS: Shea_(k ) ________ Moment (f-k ) Bay Left Left Right Right Left Left Mid5pan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.07 0.00 0.01. 0.67 0.05 1 0.55 -0. 67 -0.85 0.05 - . 1 1 55 6.18 0,84 2.36 2 0.76 0.58 -0.55 -0. 67 2,36 1.03 -0.84 8.48 0.86 1. 58 3 0. 67 0.55 -0.58 0.76 1.68 0.86 -0.84 7.52 1.03 2.36 4 0.85 0.67 -0.55 2. 36 0.84 -1.55 9.49 0.05 RExt 0.07 0.00 0.05 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear.' (L )----- Moment (f-k ) -Mem+Sar- De`_lect (in) Id Loc Calf Limit DC hoc Calc Limit DC Loc DC Calc Limit LExt RSup -0.07 7.33 0.01. RSup 0.05 6.23 0.01 LSup 0.00 0.05 1 RLap -0. 67 7.33 0.08 MidS -1. 65 6. 14 0.27 RSup 0.20 -0.15 0,78 2 Llap 0.58 2.44 0.24 LLap 1.03 4.01 3.25 LLap 0.32 3.07 0.80 3 RLap -0.58 2.44 0.24 RLap 1.03 4.01 0.26 Flap 0.32 -0.07 0.80 4 LLap 0. 67 7.33 0.09 MidS -1. 65 6.14 0.27 LSup 0.20 -0.15 0.79 RExt LSup 0.07 7.33 0.01 LSup 0.05 6.23 0.01 LSup 0.00 0.05 D BRACED LENGTH: Bay Major -'-Minor(ft) .... .......-__Gb___....... .. NoT1/:3om2.... Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup ILap MidS RLap RSup LExc 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.39 2.30 2.30 2 .30 1.00 1.00 1.00 1.00 1.00 1 155,7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1.00 1 .72 1.37 1 .30 1 .00 1.00 3.30 0.36 2 16.0 2.G 2.1 0.0 1.3 1.3 1 .31 1.76 1.00 1375 1.25 0.43 0.00 1.00 0.00 0.51 3 16.0 1 .3 1. .8 0.0 2.1 2.0 1.25 1.75 1.00 1.,75 1.31 0,51 0.00 1 .00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1.72 1.00 1.00 1.14 0.36 0. 30 1 .02 1.00 1.00 RExt 1.3 1 .3 1.3 1.3 1.3 1.3 2 .30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BLIT SHEAR/BEARING: Bolt = 0.500 (A325 ) 237 Bay Left Lap(k )---- Right 7_ap(k )---- Id Cal Shear Bear ❑C Calc Shear Bear UC 1. 0.35 4.42 2. 68 0.13 2 0.24 4 .42 1.86 0.13 0.31 4.42 1.86 0. 17 3 0.31 4.42 1.86 0.17 0.24 4.42 1.86 0. 13 4 0.35 4.42 2 .68 0.13 LOAD ID 9 : 0.60ead+Wjnd Suctionl ANALYSIS: - -Shear )) )____-__ ....___...____...__-Moment (£-k Ray Left Left Right Right Left Left MidSoan Right Right Id Sup Lap Lap Sup Sup Lap Mom Lac Lap Sup LExt 0.00 0 . 18 0.00 - 0.03 0. 67 -0.11 1 -0.55 0.52 0.65 -0.11 1.34 6.02 --0.65 -1.81 2 -0.57 -0.44 0.41 0.50 -1.81 -0.81 0.62 8.54 -0.63 -1 .23 3 -0.50 -0.41 0.44 0.57 -1.23 -0.63 0.62 7.46 -0.81. -1.81 4 -0. 65 -0.52 0.55 -1.81 -0,65 1.34 9,65 -0.11 RExt -0.18 0.00 -0.11 -0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k i------ Momenttf-k )__....__ 15I m+Shr- Deflect lin) Id Loc Cala Limit UC Loc Calc Limit UC Loc DC Calc Limit LExt RSup 0. 18 7.33 0 .03 RSup -0.11 6.14 0,02 RSup 9.03 -0.05 1 LSup -0.55 7.33 0.117 MidS 1.34 5.23 0.26 RSup 0.15 0.17 0.78 2 Shap -0.44 2.44 0.18 ',Map -0.81 3.63 0.22 flap 0.24 0.08 0.80 3 RLap 0.44 2.44 0. 18 RLap -0.81 3.63 0.22 RLap 0.24 0,08 0.80 4 RSup 0.55 7.33 0507 NidS 1.34 5.23 0.26 '.LSup 0.15 0.17 0.78 RExt LSup -0.18 7.33 0.03 LSup -0. 11 6.14 0.02 LSup 0.03 -0.05 EMBRACED LENGTH: Bay Major N inor(ft)________ ___________Cb___________ ________Moml/Mom2__-____ Id (ft) LSup :Map MidS RLap RSup LSup :,Lap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 0,0 C.0 0.0 0.0 2.3C 1 .00 1 .00 1.00 1.00 0.00 1 .00 1 .00 1,00 1 .00 1 15.7 0.0 12.3 12.3 0.0 0.0 1.30 1.13 1.13 1.00 1.00 1.00-0.04-0.04 1.00 1.00 2 16.0 0.0 0.0 8. 6 0.0 0.0 1,00 21.00 1.14 1.00 1.00 1 .00 1.00 1_00 1.00 1.00 3 16.0 0.0 0.0 8.6 0.D 0.0 1.00 1.00 1.14 1.06 1.00 1.00 1,0O 1.00 1.00 1.00 4 15.7 0.0 0.0 12.3 12.3 0.0 1.00 1 .00 1 .13 1.13 1.00 1 .00 1.00-0,04-0,04 1.00 RExt 1.3 0.0 0.0 0.0 0.0 1.3 1.00 1.00 1.00 1.00 2.30 1.00 1.00 1.00 1.00 0.00 LAP BOLT SHEAR✓BEARING: Boit = 0.500 (A325 ) Bay -_.-__Left Lap(k ) -...__-Right Lap(k )--....- Id Calc Shear Bear. CC Calc Shear Bear CC 1 0.27 4.42 2. 68 0. 210 2 0.19 4 .42 1.86 0.10 0.23 4.42 1.86 0, 12 3 0,23 4.42 1.86 0.12 0. 19 4.42 1.85 0.10 4 0 .27 4.42 2.68 0.10 238 LOAD ID 10 : Dead+Collateral+Snow/2+FAT SL 3 ANALYSIS: Shear (k ) Moment (f-.k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mon Loc Lap Sup LExt 0.00 -0.12 0.00 0.02 0.67 0. 07 1 0.82 -1.02 -1 .29 0.07 -2.43 6.10 1.42 3.72 2 1.18 0. 91 -0.79 -0.97 3.72 1.62 -1.49 8.80 0.83 2.00 3 0.63 0.52 -0.46 -0.61 2.00 1.23 -0. 4 8.10 0.81 1 .88 4 0.72 0.57 -0.49 1.88 0.59 -1.49 9.33 0.07 RExt 0.10 0.00 0.07 0.02 0. 67 0. 00 STRENGTH/DEFLECTION: Bay Shear(k )---....-- ----Moment(f-k } -Mom*Shr... Deflect (in) Id 'Loc Cale Limit UC Loc Calc Limit UC Loc OC Calc Limit LExt RSup -0.12 7.33 0,02 RSup 0.07 6.23 0.01 RSup 0.02 0.07 1 RLap -1.02 7.33 0.14 MidS -2.43 6.14 0.40 RSup 0.31 -0.21 0.78 2 'LT.ap 0.91 2.44 0.38 MidS -1.49 3.63 0.41 LLap 0.50 -0.16 0.80 3 ;Lap 0.52 2.44 0.21 LLap 1.23 3.99 0.31 LLap 0.33 -0.01 0.80 4 LLap 0.5? 7.33 0. 08 MidS -1.49 6.14 0.24 LSup 0.16 -0.13 0.76 RExt LSup 0.10 7.33 0.01 LSup 0.07 6.23 0.01 LSup 0.02 0.04 'TERRACED LENGTH; Bay Major -------Minor(ft) Cb Moml/Mom2 Id (ft) LSup LLap M1d3 RLap RSup LSup "LLap MidS RLap RSup LSup LLap MidS Plop RSup LExt 1.3 1. 3 1.3 1.3 1.3 1.3 2.30 2.30 2.32 2.30 2.3C 1.00 1.00 1 .00 1.00 1.00 1 15.7 12.1 0.0 0.0 1.6 2.0 1.14 1.00 1.00 1. .72 1.35 1 . 00 1.00 1.00 0.00 3.38 2 16.0 2.0 2.1 0.0 1.2 1.3 1.31 1876 1.00 1. .72 1.32 0.44 0, 00 1 . 00 0.00 0.41 3 1.6.0 1.3 3.0 0.0 2.2 2.0 1.19 1.82 1 .00 1.78 1.32 0.62 0.00 1.00 0.00 3. 43 4 15.7 2.0 i .1 0.0 0.0 12,5 1.41 1.71 1.00 1.00 1.14 0.31 0.00 1.00 1.00 1.00 RExt 1..3 1.3 1.3 1.3 1.3 1,3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.90 LAP BOLT SHEAR/BEARING: Bolt = G.500 (A325 ) Say __..__-left Lap(k )---.._... Right Lap(k )--- Id Calc Shear Bear DC Cale Shear Bear OC 1 0.55 4.42 2.68 0.20 2 0.38 4.42 1.86 0.24. 0.37 4.42 1.86 0.20 3 0.37 4.42 1.86 0.20 0.19 4.42 1.86 0.10 4 0.28 4. 42 2.68 0.10 LOAD ID 11 : Dead+Co1-ateral.+Snow/2,3AT SL 4 ANALYSIS: Shear (k ) ________ Moment (f-k ) Bay Left Left Right Right Left Left Midspan Right Right Id Slip Lap Lap Sup Sun Lap Mom Lee Lap Sup LExt 0.00 -0.13 0. 00 0.02 0.67 0.07 239 1 0.44 -0. 62 -0.77 0.07 -1.18 5.67 1,30 2.69 2 1.06 0.79 -0,91 -1.09 2.69 0.84 -1.48 7.87 1.62 2.96 3 1.09 0.91 -0.79 -1.06 2,96 1.62 -1,48 8.13 0,84 2.69 4 0.77 0.62 -0.44 2 .69 1.30 -1 .18 10.00 0.07 RExt 0.10 D.00 0.07 0,02 0. 67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )-- Moment(f-k ) ----- -Mom+Shr- Deflect (in) Id Loc Cale Limit CC Loc Calc Limit UC Lot CC Calm Limit LExt RSup -0.10 7.33 0.01 RSup 0.07 6.23 0.01 RSup 0.02 0 .02 RLap -0,62 7.33 0.08 RSup 1 .58 7.48 0.21 RSup 0.22 -0.06 0.78 2 RLap -0,91 2.44 0.37 MidS -1.48 3. 63 0.41 RLap 0.50 -0.17 0.80 3 LLap 0. 91 2.44 0.37 MidS -1.48 3.63 0.41 LLar 0.50 -0.17 0.80 4 LLap 0.62 7.33 0. 08 LSup 1.58 7.48 0.21 LSup 0.22 -0.06 0.78 RExt LSup 0.10 7,33 0.01 LSup 0.07 6.23 0.01 LSup 0.02 0.02 UNBRACED LENGTH: Bay Major minor(ft )_-______ ___..___...___TN____....___....__ ____.._-Moml/M,m2___-___ Id (ft) 1Sup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 ,3 1 .3 1 .3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2,30 1.00 1..00 1.00 1.00 1.00 1 15.7 11 .2 0.0 0.0 2.5 2.0 1. 14 1.00 1.00 1 .76 1 .28 1 .00 1.00 1 .00 0.00 0.48 2 16,0 2.0 1.2 0.0 2.1 1.3 1.41. 1 .72 1 .00 1 .76 1.23 0.31 0.00 1.00 0.00 0.55 3 16,0 1 ,3 2.1 0.0 1.2 2.0 1.23 1.76 1.00 1.72 1.41 0.55 0.00 1.00 0.00 0.31 4 15.7 2.0 2.5 0.0 8.0 11.2 1.28 1.76 1.00 1.00 1. 14 0.48 0.00 1.00 1.00 1.00 RExt 1.2 1 .3 1.3 1.3 1.3 1.3 2.30 2 .30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt e 0,500 (A325 ) Bay ----:.eft Lap (k )----- ----Right_Lap(k )---- Id Caic Shear Bear UC Cal_ Shear Bear UC 1 0.40 4 ,42 2.68 0.15 2 0.26 4.42 1.86 0.15 0.56 4 .42 1.86 0.30 3 0.56 4.42 1.86 0 ,30 0.28 4 .42 1.86 0.15 4 0.40 4.42 2.68 0.15 LOAD ID 12 : Cead+Collateral+Snow/2mRAT SL 5 ANALYSIS: ________Shear. (k ) ________ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Lot Lap Sup LExt 0.00 -0.10 0.00 0.02 0. 67 0.07 1 0.49 -0.57 -0.72 0,07 -1.49 6.34 0,59 1.88 2 3.61 0.46 -0.52 -0.63 1.88 0.81 -0.54 7.90 1.23 2.00 3 0.97 0.79 -0.91 -1 .18 2.00 0 .83 -1.49 7.23 1.62 3.72 4 1,29 1. .CX -0.82 3,72 1.42 -2 .43 9.57 0.07 RExt 0.12 0.00 0.37 0,32 0.67 0.00 STRENGTH/DEFLECTION: Bay ------Shear(k )------ -----Moment(f-k ) ---- -Mcm+Sh.r- Deflect(in) Id lop Cale Limit CC Inc Calm Limit. UC tot UC Cale Limit 240 LExt RSup -0.10 7.33 0.01 RSup 0.07 6.23 0.01 RSup 0.02 0.04 1 RIap -0.57 7.33 0.08 MidS -1.49 6. 14 3.24 RSup 0.16 -0.13 0.28 2 RI..ap -0 .52 2.44 0.21 RLap 1 .23 3. 99 0.31 RLap 0.33 -0.01 0.80 3 RLap -0 .91 2.44 0.38 MidS -1.49 3.83 0.41 RLap 0.50 -0.16 0.80 4 LLap 1 .02 7.33 C.14 MIdS -2.43 6. 14 0.40 LSup 0.31. -0.21 0.78 RExt LSup 0.12 7.33 0.02 LSup 0.07 6.23 G.01 hSnp 0.02 0.07 EMBRACED LENGTH: Bay Major ------Minor(ft) ---Cb Mom1/Mom2 id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup Lisp MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1.3 1.3 2 .30 2.30 2.30 2 .30 2.30 1.00 1 .00 1.00 1.00 1. 00 15,7 12.5 0.0 0.0 1.1 2.0 1.14 1.00 1 .00 1 ,71 1.41 1 .00 1 .00 1 .00 0.00 0.31 2 16.0 2. 0 2.2 0.0 3.0 1.3 1 .32 1.78 1.00 1 .82 1.19 0.43 0. 00 1.00 0.00 0.62 3 16.0 1.3 1.2 0.0 2.1 2.0 1.32 1.72 1.00 1.76 1.31 0.41 0.03 1.03 3.30 G.44 4 13.7 2.0 1.6 0.3 0.0 12.1 1.35 1. 72 1.00 1.00 1.14 0.35 0.60 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1 .00 1.00 1 .00 1.00 1 .00 LAP BOLT SHEAR/BEARING: Bolt = 0.503 (A325 ) Bay -----Left_Lap(k )----- Right hap(k )---- Id Cato Shear Bear EC Calc Shear Bear LC 1 0.28 4.42 2.68 0.10 2 0.19 4.42 1.86 0.10 0.37 4.42 : .86 0.20 3 0.37 4.42 1 .86 0.20 0.38 4.42 1.86 3.21 4 0.55 4 .42 2.68 0.20 'LOAD ID 13 : Lead+Co`la`eral+Snow/2+PAT SL 1 ANALYSIS: Shear(k ) ___....____ _....... Momecctf_k ) -- Bay Let Left Right Right left Left MidSpan Right Right Id Sup Lap hap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.12 0.00 0.02 0. 67 0.07 1 0. 88 -0.96 -1.23 0.07 -2.78 6.52 0.65 2.84 2 3.72 0.56 -0.42 -0.52 2.84 1 .56 -3.53 9.29 3.62 1.24 3 0.56 0 .46-0.52 -0.67 1.24 0.56 -0.82 7.30 0.92 2.1.1 4 0.74 0 .58 -0.48 2,11 0.79 -1.40 9.52 0.01 RExt 0. 10 0.00 0.07 0.02 0. 67 0.00 STRENGTH/DEFLECTION: Bay --- --Shear(k ) Moment (f-:i ) ---- -Mom+Shr- Deflect(in) Id Loc Gale Limit DC hoc Cale Lirclt DC Lou UC Cale Limit '.:.Ext RSup -0.12 7.33 0.02 RSup 0.07 6.23 3.01 RSup 0.02 0.09 1 RLap -0.96 7.33 0.13 MidS -2.78 6.14 0.45 RSup 0.24 -0.29 6.78 2 LLap 0.56 2 .44 0.23 LLap 1.56 3.94 0.40 LLap 0.39 0.01 0.80 3 RLap -3.52 2.44 0.21. RLap 0, 92 4 .01 3.23 RLap 3.28 -0.08 0.80 4 LLap 0.58 7.33 0.08 MidS -1.40 6. 14 0.23 LSup 0.18 -0,11 0.78 RExt LSup 0.10 7.33 0.01. LSup 0.07 6.23 6.01 ;Sup 0.02 0.03 CNBRACED LENGTH: 241 Hay Major _-____-Minor(ft)________ ___________.Cb________-_ - ______Moral/Mom2______- Id (ft) LSup LLap M_dS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLa2 RSup LExI 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2 .30 2.30 2.30 2.30 1.00 1.00 1.00 1,00 1 .00 a. 15.7 13.0 0.0 0.0 0.7 2.0 1.14 1.00 1.00 1.69 1.48 1.00 1.00 1 .00 0 .00 0.23 2 16.0 2.0 3.7 0 .0 1.8 1.3 1.23 1.85 1 .00 1.77 1.27 0.55 0.00 1.00 0 .00 0.50 3 16.0 1.3 1.4 0,0 2.1 2.0 1.30 1.73 1.00 1.76 1,31 0.45 0.00 1,00 0.00 0.43 4 15.7 2.0 1 .5 0.0 0.0 12.2 1.36 1. .72 1. .00 1.00 1.14 0.37 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Ray -_.__Left Lap(k ). ___ Right Lap(k Id Calc Shear Bear 110 Calc Shear Bear 00 1 0.42 4.42 2. 08 0.1.6 2 0.29 4 .42 1.86 0.16 0.23 4.42 1 .86 0.13 3 0.23 4.42 1.86 0.13 0.22 4.42 1.86 0.12 4 0.31 4.42 2 .68 0.12 LOAD ID 1.4 : Dead+CollateraleSnow/2+PAT S1, 2 ANALYSIS: ....____...__Shear(8 ) .____....____.__--Moment (f-k '- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup L+p Mom Loc Lap Sup LExt 0.00 -0.10 0.00 0.02 0 , 67 0.07 1 0.48 -0.58 -0,74 0.07 -1.40 66,15 0.79 2.11 2 0. 67 0.52 -0.46 -0 .56 2. 11 0, 92 -0.82 8.70 0.56 1.24 3 0,52 0.42 -0.56 -0.72 1,24 0.62 -8.50 6.71 1.56 2.84 4 1..23 0.96 -0.88 2.84 0.65 -2.78 9, 15 0.07 RExt 0.12 0.00 0.07 0.02 0. 67 0.00 STRENGTH/DEFLECTION: Bay ------Shear (X )- Moment. (f-k )-- -- -Mom+Shr- Deflect (in) Id Loc Cabo Limit OC Loc Gait Limit DC "Lot OC Calc Limit LExt RSup -0.10 7.33 0.01 RSup 0.07 6,23 0.01 RSup 0.02 0.03 1 RLap -0.58 7.33 0. 08 M1dS -1.40 6,14 0.23 RSup 0.18 -0, 11 0.78 2 LLap 0.52 2.44 0.21 LLap 8.92 4.0: 0.23 LLap 0.28 -0,88 0.80 3 RLap -0.56 2.44 0.23 RLap 1.56 3, 94 0.40 RLap 0.39 0.01 0.80 4 LLap 0396 7.33 0. 13 MidS -2.78 5.14 0.45 LSup 0.24 -0.29 0.78 RExt LSup 0.12 7.33 0.02 LSup 0 .07 6.23 0.01 LSup 0 .02 0.09 (TERRACED LE\G'_"H: Bay Major __-____Mi.nor(ft)-______ ___________Gb___ _-______Moml/Mom2_--___- Id (ft) LSup LLap MIdS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup =Ext 1.3 1.3 1.3 1.3 1 .3 1.3 2.30 2.3C 2.30 2.30 2.30 1.00 1.00 1 .00 1 .00 1.00 1. 15.7 12_2 3.0 0.0 1 .5 2.0 1.14 1.60 1.03 1..72 1.36 1.00 1.00 1.00 0.00 3.37 2 1.6.0 2.0 2.1 0.0 1.4 1.3 1.31 1.76 1.00 1.73 1.30 0.43 0.00 1 .00 0.00 0.45 3 16.0 1.3 1.8 0.0 3.7 2.0 1,27 1.77 1 .00 1.85 1.23 0.50 0.00 1.00 0.00 0.55 4 1.5.7 2.0 0.7 0.0 0.0 13.0 1.48 1.69 1.00 1.00 1.14 0.23 0.00 1.00 1,00 1.00 RExt 1.3 1.3 1.3 1.3 1 .3 1.2 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 242 LAP BO.IT SHEAR/BEARING: Bolt 4 0.500 (A325 ) Bay -----Left Lap (k )---"' -----Right Lan(k )--- Id Cele Shear Bear DC Calc Shear Sear DC 0.31 4.42 2.68 0.22 2 0.22 4.42 1.86 0.1.2 0.23 4.42 1.86 0.13 3 0.23 4 .42 2 .86 0.13 0.29 4.42 1.86 0.16 4 0.42 4.42 2.68 0.16 LOAD ID 15 : Dead+Coilaterai+Snow-PA'P SL 1 ANALYSIS: Shear(k )- - .____Nomeent (f-< y ........_ _.......__ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom ioc Lap Sup LExt 0.00 -0.16 0.00 0,03 0.67 0.11 1 0.44 -0.62 -0.77 0.11 -1.13 5.66 1.35 2.74 2 1.07 0.81 -0. 90 -1.08 2.74 0.86 -1 . 55 8.00 1 .44 2,75 3 1.03 0.85 -0.85 -1. 12 2.75 1 .50 -1. 19 7. 66 1.51 3.48 4 1.27 1.00 -0.84 3.48 1..21 -2.50 9.43 0.12 RExt 0.18 0.00 0.12 0.03 3.67 0.00 STRENGTH./DEFLECTION: Bay Shear(k )------ ----Moment(f-k ) -Mom+Shr- Deflect (in) Id 200. Cale Limit UC Loc Calc Limic UC Loc UC Calc Limit LExt REup -0.16 7.33 0.02 RSuo 0.11 6.79 0.02 RSun 0.03 0.02 1 RLap -0. 62 7.33 0.08 RSup 1.61 7.48 0.22 RSup 0.22 -0.05 0.78 2 RLap -0.90 2.44 0.37 MidS -1.53 3. 63 0.43 RLap 0.47 -2. 19 0. 80 3 RLap -0.85 2.44 0.35 RLap 1.51 4,01 0.38 RLap 0.47 -0.10 0.80 4 :,Lan 1.00 7.33 0.3.4 MidS -2.50 6.14 0.41 ' LSup 0.29 -0.23 0,78 RExt LSup 0.18 7.33 0.02 LSup 0.12 6.79 0.02 LSup 0.03 0.07 UNBRACED LENGTH: Bay Major _-____-Minor(e C) .._ _____.... Ch._..__ Mom1/Lome Id (ft) LSup LLap MidS RLap RSup LSup ILap I4idS PLap TSup LSup LLep MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1 .3 2.29 2,29 2 .29 2.29 2.29 0.00 0.00 0. 00 0.00 0.00 1 15.7 0.3 0.0 0.0 2.6 2.0 1. 68 1.00 1.00 1..76 1.27 0.00 1 .00 1.00 0.00 0.49 2 16,0 2.0 1.2 0.0 1.9 1,3 1.41 1.72 1.00 1 .75 1.23 0.31 7.00 1.00 0,00 0.52 3 16.0 1.3 2.1 0.0 2.1 2.0 1.23 1.77 1.00 1.77 1.32 0.54 0.00 1.00 0.00 0.43 4 15.7 2.0 1 .3 0.0 0.0 12.3 1.38 2 .71 1.00 1. .00 1.14 0.35 0.00 1.00 1.00 0.00 RExt 1 .3 1.3 1.3 1.3 1.3 1 .3 2.30 2,30 2.30 2 .30 2.30 0.00 0.00 0.00 0.00 0.00 LA2 BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -___-Left_Lap(k ) Right Lap(k )__-- Id Calm Shear Bear DC Calc Shear Bear OC 1 0.40 4.42 2.68 0.15 2 0.28 4 .42 1.86 0.15 0.32 4.42 1.86 0.28 243 3 0.52 4,42 1 .86 0.23 0.36 4.42 1.86 0.19 4 0.51 4.42 2.668 0.19 LOAD ID 16 : Dead+Collateral+Snow-DAT SL 2 ANALYSIS: _Shear (k ) ________ Bay Left Left Right Right heft Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.18 0.00 0.03 0. 67 0.12 1 0.84 -1.00 -1 .27 0.12 -2.50 6.24 1.21 3.48 2 1 .12 0.85 -3.85 -1.03 3.48 1.51 -1.19 8.34 1..50 2.75 3 1,08 0.90 -0,81 -1.07 2.75 1.44 -1 .55 8.00 0.86 2.74 4 0.77 0.62 -0.44 2.74 1. 35 -1.13 12.00 0.1.1 RExt 0 .1.6 0.00 0.11 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay -----Shear(k )------ -----Moment(f-k ) ---- -Mom+Shr- Deflect (to) Id Loco Calc Limit DC Loc Cabo Limit AJC Lop DC Cale Limit LExt RSup -0.18 7.33 0.02 RSup 0.12 6.79 0.02 RSup 0.03 0.07 1 RLap -1.30 7.33 0.14 MidS -2.50 5. 14 0.41 RSup 0.29 -0.23 0.78 2 LLap 0.85 2.44 0.35 LLap 1.51 4 .01 0.38 Liao 0.47 -0.10 0.80 3 LLap 0.90 2.44 0.37 MidS -1.55 3.63 0.43 LLap 0.47 -0.19 0.80 4 LLap 0.62 7.33 0.08 LSup 1. 61 7.48 0. 2 LSup 0.22 -0. 05 0.78 RExt LSup 0.16 7.33 0.02 LSup 0.11 6.79 0.02 '_.Sup 0,03 0.02 ONBRACED LENGTH: Bay Major -Minor(ft) __...____..____Cb ____..___Mcrnl/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap PLUS slap RSup LSup LLap MidS RLap RSup LExt 1. ,3 1.3 1.3 1.3 1 .3 1.3 2.30 2 .30 2.30 2.30 2 .30 0.00 0.00 0.00 0.00 0.00 1 15.7 1.2.3 0.0 0.0 1 .3 2.0 1 .14 1 .00 1.00 1.71 1,38 0.00 1.00 1.00 0.00 0.35 2 16.0 2 .0 2.1 0.0 2.1 i .3 1.32 1.77 1.00 1.77 1..23 0.43 0.00 1.00 0.00 0.54 3 16.0 1.3 1.9 0.0 1.2 2.0 1,25 1,75 1 .00 1.72 1 ,41 0.52 0.00 1.00 0.00 0.31 4 15.7 2.0 2.6 0.0 0.0 0.3 1.27 1 .76 1.00 1,90 1.68 0.49 0.00 1.00 1.00 0.00 RExt 1.3 1.3 1.3 1 .3 1.3 1.3 2.29 2,29 2,29 2.29 2.29 0.00 0.00 0.00 0.00 0.00 LAI BOLT SHEAF/BEARING: Bolt = 0.800 (A325 ) Bay Left Lap(k )----- Right_Lap(k 1 ---- :d Calc Shear Bear DC Cabo Shear Bear DC 0.51 4 .42 2.68 0.19 2 0.36 4.42 1 .86 0.19 0.52 4.42 1.86 0.28 3 0.52 4,42 1.86 0.28 0,28 4.42 1.86 0.15 4 0.40 4.42 2.68 0,15 LOAD ID 17 : Dead+Collateral+2.0PAT LI, I ANALYSIS: Bay Left Left Right Right. Left Left MidSpan Right Right 244 Id Sup Lap Lap Sup Sup Lap Mon Loc Lap .Sup LExt 0.00 -0.04 0.00 0.00 0.67 0. 02 1 0.48 -0.61 -0.77 0.02 -1.42 6.02 0.90 2.28 2 0.72 0.56 -0.45 -0.55 2.28 1.00 -0. 98 9.05 0.27 0. 94 3 0.20 0.17 -0.09 0.13 0.94 0.69 -0.03 9.77 0.15 0.37 4 0.18 0.14 -0.14 0.37 6.04 -0.44 8.93 0.02 RExt 0.02 0.00 0.02 0.03 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear (k ) Moment (f-"k ) -Mom+Shr- Deflect(in) Id Lot: Calc Limit DC Lee Cale Limit CC Luc UC Calc Limit LExt RSup -0.04 7.33 0.0]. RSup 0.02 6.23 0.00 LSup 0.00 0.04 1 Rap -0. 61 7.33 0.06 MidS -1.42 6.14 0.23 RSup 0.19 -0.11 0.78 2 LLap 0.56 2.44 0.23 MidS -0.98 3,63 3.27 LLap 0.31 2.11 0.30 3 LLap 0.17 2.44 0.07 ;Lap 9.69 3.84 0.18 ILap 0.16 0.05 0.80 4 LLap 0.14 7.33 0.02 MidS 0.44 6.14 0.07 ;Sup 0.03 -0.01 0.78 RExt LSup 0. 02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 0.20 0.00 UNBRACED LENGTH: Bay Major Minor(Ca) Ch-____ MamllMcm2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS R:.ap RSup LSup Lap MidS RLap RSup LExt 1 .3 1.3 1.3 1 .3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 1 15.7 12.0 0.0 0.0 1.7 2.0 1.14 1 .00 1.00 2,73 1.34 1.00 1.00 1.08 0.00 3.40 2 16.0 2.0 2 .1 0.0 0.6 1.3 1.31 1.75 1.00 1. .70 1.42 3.44 0.00 1.00 0.00 0.29 3 16.0 1 .3 6.8 0.0 2. 6 2,0 1.12 2.06 1.00 1.90 1 .34 0.74 0.00 1 .0C 8.00 0.42 4 15.7 2.0 0.3 0.0 0.0 13.3 1.59 1. 68 1.00 1 .02 1.14 0.12 1 .00 1. 30 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1 .3 1.3 2.30 2.33 2.30 2.30 2.30 1.03 1.00 1 ,00 1.00 1.00 LA? BOLT SHEAR/BEARING: Bolt - 0.500 (A325 ) Bay ---LeftLap (k ) Right_Lap(k ) ___- Id Calc Shear Bear UC Calc Shear Bear CC 1 0.34 4.42 2. 68 0.13 2 0.23 4.42 1..86 0.13 0.18 4 .42 1.86 0.09 3 0.18 4 .42 1.86 0.09 0.04 4.42 1.86 0.02 4 0.05 4.42 2.68 0.02 LOAD ID 18 : Dead+Coblateral+2.OPAT 1.2, 2 ANALYSIS: --------Shear(k ) Moment(f-k ) Bay Left. Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loo Lap Sue LExt 0.02 '0.02 0.00 0.00 0.67 0.02 I 0.08 -0.19 -0.24 0.02 -0.15 4.08 0.78 1.21 2 0.59 0.43 -0.58 -0. 68 1.21 0.19 -0.98 7.42 1 .10 1. 94 3 0. 68 0.58 -3.43 -0.59 1.94 1.10 -0. 98 8.58 0. 19 1 .21. 4 0.24 0.19 -0.38 1 .21 0.78 -0.15 11.58 0.02 RExt 0.02 0.00 0.02 0.00 0.67 8.50 245 STRENGTH/DEFLECTION: Bap ------Shear Ck )-._---- --...--Moment(f-k )-'-- -Mom+Shr Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Luc UC Cale Limit LExt RSup -0.02 7.33 0.00 RSup 0.02 6.23 0.00 LSup 0.00 -0.01 1 RLap -0.19 7.33 0.03 RLap 0.78 6.45 0.1.2 RLap 0.11 0.06 0.78 2 RLap -0.58 2.44 0.24 RLap 1.10 4.01 0.28 RLap 0.33 -0.11 0.80 3 LLap 0,58 2.44 0.24 LLap 1 .10 4 .01 0.28 LLap 0.33 -0.17. 0,80 4 LLap 0.19 7.33 0.03 LLap 0.78 6.45 0.12 LLap 0.11 0.06 0.78 RExt LSup 0.02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 0.00 -0.01 UNBRACED LENGTH: Bay Major _____--Minor(ft,) ________ ___________hp___________ ________Mom':/Mom2_____.__ Id (ft) LSup LLac MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.3C 1 .00 1.00 1.00 1.00 1.00 1 15.7 8.0 0.0 0.0 5.7 2.0 1. 1.4 1.00 1.00 1.89 1 .17 1.00 1.00 1.00 0.00 0.64 2 16.0 2 .0 0.5 0.0 2.3 1.3 1.56 1 . 69 1.0C 1.76 1 .22 0.15 0.00 1.00 0.00 0.57 3 16.0 1.3 2.3 0.0 0.5 2.0 1.22 1.76 1.0C 1 .59 1.56 0.57 0.00 1.00 0.00 0.15 4 15.7 2.0 5.7 0.0 0.0 8.0 1.17 1.89 1.00 1 .00 1..14 0. 64 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2034 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/HEARING: Bolt = 0.500 (A325 ) Bay ____.._Left Lap(k ) ___..-Right_Lap Ck Id Cale Shear Hear UC Calc Shear Bear UC 1 0. 18 4 .42 2. 68 0.07 2 0.1.2 4.42 1.86 0.07 0.36 4.42 1.86 0.20 3 0.36 4.42 1 .86 0.20 0.12 4.42 1.86 0.07 4 0.1.8 4.42 2.68 0.07 LOAD ID 19 : Dead+Collateral+2.0PAT L;., 3 ANALYSIS: Cheartk I________ ______....____.___Moment (`__k ) .___...._ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup text 0.00 -0.02 0.00 0.00 0.67 0.02 1 0. 14 -0.14 -3.18 0.02 -0.44 6. 74 0.04 0. 37 2 0.13 0.09 -0.17 -0.20 0.37 0.15 -0.03 6.23 0. 69 0.94 3 0.55 0.45 -0.55 -0.72 0.94 0.27 -0.98 6.95 1.00 2.28 4 0.77 0.61 -0 .48 2 .28 0. 90 -1.42 9. 65 0.02 RExt 0.04 0.00 0.02 0,00 0. 67 0.00 STRENGTH/DEF=ECTION: Bay ---_---Shear(k }----" -"'--Moment{f-k )---- -Mom+Shr Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc CC Calc Limit LExt RSup -0.02 7.33 0.03 RSup 0.02 6.23 0.00 LSup C.00 0.00 RLap -0.14 7.33 0.02 MidS -0.44 6.14 0.07 RSup 0.03 -0.01 0.78 2 RLap -0.17 2.44 0.07 RLap 0.69 3.84 0.15 RLap 0.16 0.05 0.83 3 RLap -0.56 2.44 0.23 MidS -3.98 3.63 0.27 RLap 0.31 -0.11 0.80 4 LLap 0.61 7.33 C.08 MidS -1.42 6.14 0.23 LSup 0.19 -0.1.1 0.78 246 RExt LSup 0.04 7.33 0.01 LSup C.02 6.23 0.00 'LSup 0.00 0.04 UNBRACED LENGTH: Bay Major ------Minor(ft) -- Cb Mom./Mam2 Id (ft) LSup LLap MidS RLap RSup '_.Sup LLap MidS RLap RSup LSup MidS RLap RSup LExt 1.3 2.3 1.3 1.3 1.3 1.3 2.30 2,30 2.30 2,30 2.30 1.00 1.00 1.00 1 .00 1.00 1 15.7 13.3 0.0 0.0 0.3 2.0 1.14 1 .00 1.00 1.68 1.59 1.00 1,00 1.00 1.00 0. 12 2 16.0 2.0 2.6 0.0 6.8 1.3 1.34 1.90 1.00 2.06 1.12 0.42 0.00 1.00 0,00 0.74 3 1.6.0 1.3 0.6 0.0 2.1 2.0 1.42 1..70 1 .00 1.75 1,31 0.29 0.00 1. 00 0,00 0. 44 4 15.7 2.0 1.7 0.0 0.0 12.0 1.34 1.73 1.00 1.00 1. 14 0.40 0.00 1.00 1.00 1.00 RExt 1.3 1.3 1.3 1.3 1.3 1,3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1,03 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -.. .--Left _ap(k )-__...- Right Lap(k ( ---- Id Calc Shear Bear U0 Calc Shear Bear (.10 1 0.05 4.42 2.68 0.02 2 0.04 4.42 1.86 0,02 0.18 4.42 1.86 0.09 3 0. 18 4.42 1.86 0.09 0.23 4.42 1.86 0.13 4 0.34 4.42 2 .68 0.13 LOAD ID 20 : Dead+Collateral+2.0PAT LL 4 ANALYSIS: Shear (k ) Momen` (f-k ) Bay left Left Right. Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mon Loc Lap Sup LExt 0,00 -0.04 0.00 0.00 0.67 0,02 1 0.55 -0.53 -9. 69 0.02 -1.90 6.94 -0.10 1. .13 2 0.17 0.19 -0.12 -0.15 1.13 0.82 0.38 8 .59 0.76 0.94 3 0.60 0.49 -0.51 -0.67 0.94 0.21 -1.33 7.55 0.33 1.52 4 0.25 0.21 -0.06 1.52 1.05 -0.08 12.55 0.02 RExt 0.02 0.00 0.02 0.00 0. 67 0,00 STRENGTH/DEFLECTION: Bay 5hear(k 7--__...._ - ___Moment(°-k ) -Nom+Shr- Deflecttin) id Loc Gait Limit UC Loc Calc Limit OC Loc CCC Calc Limit LExt RSup -0.0.9 7.33 0.05 RSup 0.02 6.23 0.00 LSup 0.00 0.06 1 LSup 0.55 7.33 0.08 MidS -1.90 6.14 0.31 RSup 0.11 -0.20 0.78 2 LLap 3.13 2.44 0.05 LLap 0.82 3.43 C.24 :LLap 0.288 0.14 0.8D 3 RLap -0.51 2.44 0,21 MidS -1.33 3. 63 C.37 RLap 0.22 -0.20 0,60 4 LLap 0.2]. 7.33 0.03 LLap 1.05 6.40 0.16 LLap 0.14 0.08 0.78 RExt LSup 0 .02 7.33 0.00 LSup 0.02 6.23 0.00 LSup 0.00 -0.02 JNBRACED LENGTH: Bay Major --- ---Minor(ft) Cb-- - Momt/Mom2 Id (ft) LSup LLap Mid.S RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2,30 2.30 2.30 2.30 1.90 1.00 1.00 1.00 1.00 1 15.7 13.7 0.0 0.0 0.0 2.0 1.13 1 .00 1.03 1.00 1.85 1.0C 1.00 1.00 1.00-0.09 2 16.0 2,0 12 .7 12.7 12.7 1.3 1.13 1.58 1 .58 1 .58 1 .09 0.73 0. 92 0.92 0.92 0.81 247 3 16.0 1.3 0.4 0.0 0.7 2.0 1.48 1. 68 1 .00 1. 69 1 .49 0.22 0.00 1.00 0.00 0.22 4 15.7 2.0 7.7 0.0 0.0 0.3 1.15 1 .99 1.00 1.00 1.69 0.69 0.00 1.00 1.00 1.00 RExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2,30 2 .30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 LAP BOLT SHEAR/BEARING: Bolt - 0.500 (A325 ) Bay -----Left_Lap(k ) ---- ----Right_Lap (k ) ---- Id Cal._ Shear Bear OC Calc Shear Bear ❑C 1 0.17 4.42 2.68 0.06 2 0.12 4.42 1 .86 0.06 0.18 4.42 1.86 0.09 3 0.18 4.42 1.86 0.09 0.16 4 .42 1.86 0.08 4 0.22 4.42 2.68 0.08 LOAD ID 21 : Dead+Collateralt2.OPAT LL 5 ANALYSIS: Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.00 3.00 0,67 0.02 1 0.06 -0.21 -0.20 0.02 -0.08 3.12 1.05 1.52 2 0.67 0.51 -0.49 -0.60 1..52 0.33 -1 .33 8.45 0.21 0,94 3 0.15 0.12 -0.13 -0.17 0.94 0.76 0.38 7 .41 0.82 1.13 4 0.69 0.53 -0.55 1.13 -0,10 -1 .90 8.72 0.0.2 RExt 0.04 0.00 0.02 0.00 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) ----Moment (f-k )---- -Mom,-'Shr- Deflect(in) Id Loc Gale Limit MC Lot Cale Limit GC Loc DC Calc Limit LExt RSup -0.02 7.33 0.00 REup 0.02 6.23 0.00 L.Sup 0.00 -0.02 1 RLap -0.21 7.33 0.03 RLap 1.05 6.40 0,16 nap 0.14 0.08 0.78 2 LLap 0.51 2.44 0.21 MidS -1 .33 3.63 0.37 LLap 0.22 -0.20 0.80 3 RLap -0.13 2.44 0.05 RLap 0.82 3.43 0.24 RLap 0.18 0.14 0.80 4 RSup -0.55 7 .33 0 .08 MidS -1. 90 6.1.4 0.31 LSup 0.11 -0.20 0.78 RExt LSup 0.04 7.33 0.01 LSup 0.02 6.23 0,00 LSup 0 .00 0.06 EMBRACED LENGTH: Bay Maur .. Minor(ft.) CL .. -Moml/Mom2.- id (ft) LSup LLap MidS Kap RSup LSup LLap MidS RLap RSup :,Sup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2 .30 1.0C 1 .00 1.07 1.00 1,00 1 15.7 0.3 0.0 0.0 7.7 2 .0 1 .69 1.00 1.00 1.99 1.15 1.00 1.00 1.00 0.00 0.69 2 16.0 2.0 0.7 0.0 0,4 1,3 1,49 1.69 1.00 1.68 1.48 0.22 0.00 1.00 0.00 0.22 3 16.0 1.3 12.7 12 .7 12.7 2.0 1.09 1.58 1.58 1 .58 1.13 0.81.. 0.92 0. 92 0.92 0,73 4 15.7 2.0 0.0 0.0 0.0 13.7 1.85 1.00 1..00 1.00 1.13 -0.09 1.00 1.00 1.00 1.00 RExt 1.3 1 .3 1 .3 1.3 1 .3 1.3 2,30 2.30 2 .30 2.30 2.30 1.00 1.00 1.00 1.110 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A325 ) Bay -----Left Lap(k ) _____ __.__ Richt Lap(k ) ---- Id Ca3.c Shear Bear OC Calc Shear Bear UC 248 1 1.22 4.42 2.68 0.08 2 0.16 4 .42 1 .86 0.08 0.18 4 .42 1.86 0.09 3 0,18 4 .42 1.86 0.09 0.12 4.42 1.86 0.06 4 0.17 4 .42 2.68 0.06 LOAD ID 22 : DeadAeollateral. -1.2UNB SL ANALYSIS: Shear (k ) __ ..____Moment (f-k )__.._. ..__ Bay Left Left Right Right Left left MidSpan Richt Right Id Sup Lap Lap Sup Sup Lap Mom Lou Lap Sup LExt 0.00 -0.21 0.00 0.03 0. 67 0.14 1 0.98 -1.17 --1.49 G. 14 -2.89 6.21 1.49 4 .14 2 1.33 1.02 -1.18 4.14 1.80 -1.49 8.47 1.53 2.97 3 1.18 0. 97 -1.02 -1.33 2.97 1.53 -1.49 7.53 1 .80 4 ,14 4 1.,49 1.17 -0.98 4. 14 1.49 -2 .89 9.46 0.14 RExt 0.21 0.00 0.14 0.03 0. 67 0,00 STRENGTH/DEFLECTION: Bay Shear (k )------ -----Moment (f-:k ) -Mom+Shr- Defleot (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.21 7.33 0.03 RSup 0.14 6.79 0.02 RSup 0.03 0.08 RLap -1.1.7 7.33 0.16 MidS -2.89 6. 14 0.47 RSup 0.35 -0.27 0.78 2 LLap 1.02 2 .44 0.42 LLap 1.80 4.01 0.45 LLap 0.56 -0.14 0.80 3 RLap -1 .02 2.44 0.42 RLap 1.80 4.01 0.45 RLap 0.56 -0.14 0.80 4 Llap 1 .17 7.33 0. 6 MidS -2.89 6.14 0.47 '_,Sup 0.35 -0.27 0.78 RExt LSup 0.21 7.33 0.03 LSup 0.14 6.79 0.02 ',Sop 0.03 0.08 UNB_RACED LENGTH: Bay Major -------Minor(ft) -----Cb Moml/Mom2 Id (ft) ISUp LLap MidS RLap RSup :.Sup LLap MidS RLap RSup LSup LLap Midi Slap RSup LExt 1. .3 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 0.00 0. 00 0.00 0.00 0.00 1 15.7 12.3 0.0 0.0 1.4 2.0 1.14 1.00 1. 00 1.72 1.37 0.00 1 .00 1. 00 0. 00 0.36 2 16.0 2.0 2. 1 0.0 1.8 1.3 1.31 1.76 1.00 1..75 1.25 0.43 0.00 1.00 0.00 0.52 3 16.0 1.3 1.8 0.0 2.1 2.0 1.25 1.75 1.00 1.76 1.31. 3.52 0.00 1.00 0.00 0.43 4 15.7 2.0 1.4 0.0 0.0 12.3 1.37 1,72 1.00 1.00 1.14 0.36 0.30 1.00 1 .00 3.00 RExt 1.3 _."s 1.3 1 .3 1.3 1.3 2.30 2 ,30 2.30 2.30 2.30 0.00 0.00 0.00 0,03 0.00 LAP BOLT SMEAR/BEARING: Bolt = 0.500 (A325 k Bay ___..._Left Lap(k )-___.... Right Lap(k ) --_ Id Calm Shear Bear U0 Talc Shear Bear UC 1 0.61 4.42 2.68 0.23 2 0.43 4.42 1.86 0.23 0.56 4.42 1.86 0.30 3 0.56 4.42 1. .86 0.30 0.43 4 .42 1.86 0.23 4 0.61 4.42 2.68 0.23 - 216-203 In-Plane Roof Force 6/21/16 3:35pm 249 Win (k )= Design load in the plane of the purlin web Wout(k }= Design load in the plane of the purlin flange El (k )= Force in plane of roof per anti-roll clip RURLIN ROLL FORCES: Surf Load Line ---Roof Load-- Id Id Id Win Wout. FL 2 22 1 11.63 3.88 -0.40 2 22 2 22.28 7.43 -1.08 2 22 3 22.52 7.51 -1.03 2 22 4 22 .28 7.43 -1.08 2 22 5 12.90 4 .30 -0.40 3 22 1 11. 63 -3.88 -0.40 3 22 2 22.28 -7.43 -1.08 3 22 3 22.52 -7.51 -1.03 3 22 4 22.28 -7.43 -1.08 3 22 5 12. 90 -4.30 -0.40 STANDARD CONNECTION: Surf Line Roll Force/Connection Stiff Deflection Id Id No. Attachment Id Thick Calc Limit UC Calc Calc Limit 2 L_EW 6 Weld clip 0.000 0.00 0.00 0.00 0.00 0.00 0.00 2 RE 6 Weld clip 0.000 0.00 0.00 0.00 0.00 0.00 0.00 2 c :?W 6 Weld clip 6.000 0.00 0.00 0_90 0.00 0.00 0.00 3 L_EW 6 Weld clip 0.000 0 .00 0.00 0.00 0.3C 0.00 0.00 3 RE 6 Weld clip 0.000 0.00 0.00 0.00 0.00 0.00 0.00 3 R EW 6 Weld clip 0.000 0.00 0.00 0 . 00 0.00 0.00 0.00 REQUIRED ANTI-ROLL CONNECTION: Surf Line Roll Force/Connection Stiff Deflection Id Id No. Attachment Id Thick Calc Limit UC Calc Calc limit • 2 I v77l 6 Susset _ 501 _88 . . 8. 12 3.9a 5.21 2 :.E 6 Scssot clip ___ 9.188 -1 .5R 18.4C _ :;.lo 13.339 0 .21 0 ✓ _ 6 Russet nlin 08U1 0. 188 1 .4; C . 94 0 . 10 .90.21 ✓ 3 IX 6 is - _88 - _ 10.79 - _ porlettion . _.r.. ?URLIN ANTI ROLL LOCATION: Surf Line No. Id Id Purlin Purlin location 2 L_EW 6 1 2 3 4 5 6 2 RE 6 1 2 3 4 5 6 2 R EW 6 1 2 3 4 5 6 3 L EW 6 1 2 3 4 5 5 3 RF 6 1 2 3 4 5 3 R EW 6 1 2 3 4 5 6 PANEL SHEAR/DIAPHRAGM: Surf Line Panel _Shear -Deflection- Id Id, Cali Limit Calc Limit 250 2 R AS 113 . 9 65.0 -1.28 5.58 ' _ 15 1.39 0. 11 T16-203 Purlins(Extension= 1, Top) 6/21/16 3:35pm EAVE EXTENSION TOP PURLIN Wall Id = 2 Extension Id = Bay Start = 1 Bay End = 4 Extension Wid= 1.06 . . No Purlins Required! T16-203 r L Eave Strut(Extension= 1) 6/21/16 3:35pm EAVE EXTENSION EAVE STRUT Wall Id = 2 Extension Id = 1 Bay Start = Bay End = 4 Extension Wid= 1.00 EAVE STRUT LAYOUT: Bay Design. Load No. Id Part Length Width Brace Weight LExf 8%:38014 1.33 0. 71 0 5.1 1 8X35C14 15.50 0.71 0 58.9 2 8X35C14 15.57 0.71 0 59.5 3 8X35014 15.67 0.71 0 59.5 4 9E35014 15.50 0.71 58.9 RExt 8X38014 1.33 0.71 0 5.1 Total (Db)= 247.0 STRENGTH/DEFLECTION: Bay Load ----Shear(k ) --- --MomentIf-k ) -- ---Deflect (in)-- Id Id Calc Limit UC Calc limit UC Calc limit UC 1 7. -0.02 4.08 0.00 0.01 0.23 0.00 8.01 2 -0. 07 4.08 0.02 0.05 6.23 0.01 0.05 251 3 -0.01 4.08 0.00 0.00 6.23 0.00 0.00 4 -0.02 4.08 0.01 0,02 6.23 0.00 0.02 5 0.00 4.08 0.00 0.00 0.23 0 .03 -0 .03 2 1 0.11 4.08 0.33 -0542 5.34 0.08 -0.05 0.62 0.08 2 0.41 4.08 0.10 -1,36 5.34 0.29 -0.20 0. 62 0.32 3 0.04 4.08 0.01 -0.16 5.34 0.03 -0.02 0, 62 0.03 4 0. 14 4.08 0.03 -0.53 5.34 0.10 -0.07 0.62 0. 11 5 0.22 4.08 0.05 0.86 4.05 0.21 0.11 0.62 0.19 3 1 -0.11 4.08 0.03 -0.44 5.34 0.08 -0.05 0.63 0.08 2 0.41 4.08 0.10 -1.62 5.34 0.30 -0.21 0.63 0.34 3 0.04 4.08 0.01 -0.16 5.34 0.03 -0.02 0.63 0.03 4 0.14 4.08 0.03 -0.55 5.34 0.10 -0.07 0.63 0.11 5 0.22 4.08 0.05 0.87 4.05 0.22 0.12 0. 63 0.19 4 1 0.11 4.08 0.03 -0.44 3.34 0.08 -0.05 0. 63 0.08 2 0.41 4.08 0.1C -1 .52 5.34 0.30 -0.21 0. 63 0.34 3 0.04 4.08 0.01 -0.16 5.34 0.03 -0.32 0.63 0.03 4 0.14 4.08 0.03 -0.35 5.34 0.10 -0.07 0.63 0.11 5 -0.22 4.08 0.05 0.97 4.05 0.22 0.12 0.63 0.19 5 1 -0.11 4 .08 0.03 -0.42 5.34 0.08 -0,05 0. 62 0.08 2 -0.41 4.08 0.10 -1.56 5.34 0.29 -0.20 0.62 0.32 3 -0.04 4.08 0.01 -0.166 5.34 0.03 -0.02 0. 62 0.03 4 -0.14 4.08 0 .03 -0.53 5.34 0.10 -0 .07 0. 62 0.11 5 -0.22 4.08 0.05 0.86 4 .05 0.21 0.11 C.62 0.19 6 1 0.02 4.08 0.00 0.01 6.23 0.00 0.01 2 0.07 4 .08 0.02 0.03 6.23 0.01 0.05 3 0.51 4.08 0.30 0.00 6.23 0.00 0.00 4 0.02 4.08 0.01 0.02 6.23 0.00 0.02 5 0.00 4.08 0.00 0.00 6.23 0.00 -0.03 T16-203 Purlins(Extension= 2, Top) -^^- 6/21/16 3:35pm ----------------- EAVE EXTENSION TO? ?CALIF; Wall Id = 4 Extension Id = 2 Say Start = 1 Bay End = 4 Extension Wid= 1.00 . . No Purlins Required! T16-203 Eave Strut(Extension= 2) 6/21/16 3:35pm EAVE EXTENSION EAVE STRUT Wall Id = 4 Extension Id = Bay Start = 1. Bay End = Extension Wid= 1.00 CAVE STRUT LAYOUT: 252 Bay :Design Load No. Id Part Length Width Brace Weight LExt 8X35C14 1.33 0.71 0 5.1 1 8X35C14 15.50 0.71 0 58. 9 2 8X35C14 15. 67 0.71 C 59.5 3 8X35C14 15.57 0.71 =. 59.5 4 8X35C14 15.50 0.71 0 58.9 RExt 8X35C14 1.33 0.71 0 5.1 Total (1b)= 247.0 STRENGTH/DEFLECTION: Bay Load --Sh..ear(k )--- --Moment(f-k ) -- Id Id Calc Limit 30 Calc Limit SC Calc Lf:nic OC 1 1 -0.02 4.08 0.00 0.01 6.23 0.00 0.01 2 -0.07 4 .08 0.02 0.05 6.23 0.01 0.05 3 -0.01 4 .08 0.00 0.00 6.23 0.00 0.00 4 -0.02 4.08 0.01 0.02 6.23 0.00 0.02 5 3.00 4.08 0.00 0.00 6.23 0.00 -0.03 2 1 0.11 4.08 0.03 -0.42 5.34 0.08 -0.05 0.62 0.08 2 0. 41 4.08 0.10 -1.56 5.34 0.29 -0.20 0. 62 0.32 3 0.04 4.08 0.01 -0.16 5.34 0.03 -0.02 0.62 0.03 4 0. 14 4.08 0.03 -0.53 5.34 0.10 -0. 07 0. 62 0.11. 5 0.22 4.08 0.05 0.86 4.05 0.21 0.11 0.42 0.19 3 1. -0.11 4.08 0.03 -0.44 5.34 0.08 -0.05 0.63 0.08 2 0. 41 4.08 0.10 -1.62 5.34 0.30 -0.21 0. 63 0.34 3 0.04 4.08 0. 01 -0.16 5.34 0.03 -0.02 0. 63 0.03 4 0.14 4.08 0.03 -0.55 5,34 0.10 -0.07 0. 63 0.11 5 0.22 4.28 0.35 4.87 4,05 0.22 0.12 0.63 3.19 4 1 0. 11 4.08 0.03 -0.44 5.34 0.08 -0.05 0.63 0.08 2 0.41 4.08 0.10 -1.62 5.34 0.30 -0.21 0,63 0.34 3 0. 04 4.08 0.01. -0.16 5.34 0.03 -0.02 0. 63 0.03 4 0.14 4.08 0.03 -0.55 5,34 0.10 -0.07 0.63 0.11 5 -0.22 4.08 0.05 0.87 4.25 0.22 0.12 0.63 9.19 5 1 -0.11 4.08 0.03 -0.42 5.34 0.08 -0.05 0.62 0.08 2 -0.41 4.08 C. 10 -1.56 5.34 0.29 -0.20 0. 62 0.32 3 -0.04 4.08 0.01 -0.16 5.34 0.03 -0.02 0. 62 0.03 4 -0.14 4.08 0.03 -0.53 5.34 0.10 -0.07 0.62 0.11 5 -0.22 4.08 0.05 0.84 4.35 0.21 0.11 0.62 0.19 6 1 0.02 4 .08 0.00 0.01 6.23 0.00 0.01 2 0.07 4.08 0.02 0.05 6.23 C.01. 0.05 3 0.01 4.08 0.00 0.00 8.23 0.00 0.00 4 0.02 4.08 0.01 0.02 6.23 0.00 0.32 5 0.00 4 .08 0.00 0.00 6.23 3.00 -3.03 T16-203 Roof Diagonal Bracing 6/21/16 3:35pm PANEL SHEAR: Limit = 0.0 Calc Wind = 25. 6 Sesmi.0 = 57.3 DIAGONAL BRACING: 253 Brace 'Tension(k ) Bay Brace_Locate ------Diag Brace--- ----Wind--- ---Seismic-- Max Id Start End Type Size Part Calc limit Calc Limit UC BL/R 2 0.00 9.37 C 0.250 WC4 2.06 3.33 1.44 3.33 0.62 9.37 20.00 C 0,250 WC4 0.44 3.33 0.51 3.33 0,15 20.00 30.63 C 0.250 WC4 0.44 3.33 0.51 3.33 0, 15 30, 63 40.00 C 0.250 WC4 2.06 3.33 1.44 3.33 0, 62 T16-203 Sidewall Diagonal Bracing 6/21/16 3:35pm PANE: SHEAR: Wall Base Wind Seismic Id Length Calm Calc Limit 2 64.0 36.8 80.8 60.0 4 64.0 36,8 80.8 80.0 DIAGONAL BRACING: Brace Tension (i ) Wall Bay Brace Locate ------Diag Brace Wind--- --Seismic-- Max Id Id Bot Top Type Size Part Calc Limit Calc Limit UC KL/R 2 2 0.0 12.3 C 0.375 WC6 --�- 2 .75 7 .70 6.04 7 .70 0,78 4 3 0.0 12.3 C 0.375 WC6 2.75 7.70 6.04 7,70 0 .78 BOTTOM DIAGONAL BRACE REACTIONS: Wall Bay Col --Wind Max(k )-- Seismic Max (k ) Id Id Id Horz Vert (+/-) Horz Vert(+/-) 2 2 2 2.52 1.52 1.72 1,04 2 2 3 2,52 1.52 1.72 1.04 4 3 3 -2,52 1.52 -1,72 1,04 4 3 4 2.52 1.52 1 .72 1 ,04 "==__T16-203 Extension Diagonal Bracing 6/21/16 3:35pm PANEL SHEAR Ext --Panel_Shear- Id Caic Limit 1 0.00 80.00 2 0.00 80.00 T16-203 Harlin Strut, Longitudinal Load 6/21/16 3:35pm Surf Brace Purl Bay Purli.n Load ---Axial(k ) --- --Moment (f-k ) -- .Axi+,Mom Max Id Locate Id Id Part Id Calc Limit NC Calc Limit UC Loc CCC 'SL/R 2 9.4 3 1 8'X257,13 1 0.87 19.80 0.04 -0.1 6. 14 0.03 MIdS 0.07 61 254 2 0.63 39.03 0.02 -0. 1 6.14 0.03 MidS 0.04 61 3 0.67 19.80 0.04 -0.1 6.14 0.03 MidS 0.07 61 4 -9.63 39.03 0.02 -0.1 6.14 0.03 MidS 0.04 61 5 0.87 19.80 0.04 -0.1 6.14 0.03 MidS 0.07 61 6 -0. 63 39.03 0.02 -0.1 6.14 0.03 ;11dS 0.04 61 7 0.82 19.80 0.04 0,5 5.23 0.11 MidS 0. 14 61 8 -0.59 33.03 0.02 0.5 5.23 0.11 MidS 0.09 61 9 0.20 23.76 0.01 -0.9 7.436 0.13 MidS 0.14 61 10 0.20 23.76 0.01 -0. 9 7.35 0.13 Mi..d.S 0.14 61 11 0.20 23.76 0.01 -0. 9 7.36 0.13 MidS 0. 14 61 12 0.21 23.76 0.01 ..0.2 7.36 0.03 MidS 0.04 61 2 9.4 3 2 8:4257,16 1 1,21 11.71 0.20 0.1 3.03 0.03 LLap 0.13 62 21.11 11.71 0.09 0.1 3.63 0.03 :.Lap 0.12 62 3 1 .21 11.71 0. 10 0.1 3. 63 0.03 nap 0.13 62 4 1.11 11.71 0.09 0.1 3. 63 0.03 Llan 0.12 62 5 1.21 11_71 0.10 0.1 3.63 0.03 flap 0.13 62 6 1.11 11.71 3.09 0.1 3.63 0.03 flap 0.12 62 7 1.13 11,71 0.10 -0.3 3. 63 0.1C nap 0.18 62 8 1.04 11.71 0.09 -0.3 3.63 0.10 Stap 0. 17 62 9 0.97 14.05 0.07 0. 6 4.81. 0.13 Llan 0.20 62 10 0.97 14.05 0.07 0.6 4.81 0.13 *map 0.20 62 11 0.97 14.05 0.07 0.6 4.91 0.13 :Sap 0.20 62 12 1. .01 14.05 0.07 0.1 4.81 0.03 flap 0.13 62 2 9,4 3 3 4X25216 1 -0.54 27.07 0.02 0.1 3.63 0.03 Rtap 0.04 62 2 0.75 11.71 0.06 0.1 3.63 0. 03 RLap 0.09 62 3 -0.54 27.07 0_32 0.1 3.63 0.03 RLap 0.04 62 4 0.75 11.71 0.06 0.1 3.63 0.03 RIan 0.09 62 5 0.54 27.07 0.02 0.1 3. 63 0.03 RLap 0.04 62 6 0.75 11.71 0.06 0.1 3.63 0.03 RLap 0.09 62 7 -0,5' 27.07 0.C2 -0.3 3.53 0.10 RLap 0.08 52 8 0.70 11.71 0.05 -0.3 3.63 0.10 RLap 3.15 62 9 0.38 14.05 0.03 0.6 4.81 0. 13 RLap 0.16 62 10 0.38 14 ,05 0.03 0.6 4.81 0.13 RLap 0. 16 62 11 0.38 14.05 0.03 0. 6 4 . 91 0. 13 RLap 0.16 62 12 0.40 14.05 0.03 0.1 4.81 0.03 RLap 0.05 62 2 9.4 3 4 8X.25213 1 -0,54 39.03 3.01 -0.1 6.14 0.03 MSdS 6.03 61 2 0.75 19.80 0.04 -0.1 6.14 0.03 MidS 0.06 61 3 -0,54 39.03 0.01 -0.1 6.14 0.03 MidS 0. 03 61 4 0.75 19.8C 0.04 -0. 1 6. 14 0.03 MidS 0.06 61 5 -0.54 39.03 0.01 -0.1 5.14 0.03 MidS 0.03 51 5 0.75 19,80 C.04 -0.1 6.14 0.03 mddS 0.06 61 7 -0.51 39.03 0.01 0.5 5.23 0.11 MidS 0.10 61 8 0.70 19.80 0.04 0.5 5.2:3 0.11 MidS 0.14 51 9 0.20 23.76 0.01 -0.9 7 .36 0. 13 MidS 0.14 61 10 0.20 23.76 0.0: -0.9 7.36 0.13 MidS 0.14 61 11 0.20 23.76 0.01 -0.9 7.36 0.13 MidS 0.14 61 12 0.21 23.76 0.01 -0.2 7 .36 0.03 MidS 0.04 61 2 20. 0 6 1 8X252 3 1 0. 16 19.80 0.01 -0.1 6.14 0.02 MidS 0.03 61 2 -0.11 39.03 0.00 -0.1 6.14 0.02 MidS 0. 02 61 3 0.16 19.80 0.01 -0.1 6.14 0.02 MidS 0.03 61 4 '0.11 39.03 0.00 -0.1 6.14 0.02 MidS 0.02 61 5 0.16 19.80 0.01 -0.1 5.14 0.02 MidS 0.03 61 6 -0,11 39.03 0.00 -0.1 6.14 0.02 MidS 0.02 51 7 0.15 19.80 0.01 0.5 5.23 0.10 MidS 0.10 61 8 -0.11 39.03 0.00 0.5 5.23 0.10 MidS 0.10 41 9 0.10 23.76 0.00 -0.9 7.36 0.12 MidS 0.13 61 10 0.10 23.76 0.00 -0.9 7.36 0.12 MidS 0.13 61 255 11 0. 10 23.76 0.00 -0.9 7 .36 0.12 MidS 0.13 67. 12 0,11 23.76 0.00 -0.1 7.36 0.03 MidS 0.03 61 2 20.0 6 2 8X25216 1 0.16 11.71 0.01 0.0 3. 63 0.02 LLap 0.04 62 2 0.25 11.71 0.02 0.0 3.63 0.02 ILap 0.04 62 3 0. 16 11.71 0.01 0 ,0 3. 63 0.02 LLap 0.04 62 4 0.25 11.71 0.02 0.0 3.63 0.02 LLap 0.04 62 5 0. 16 11.71 0.01 0.0 3.63 0.02 LLap 0.04 62 6 0.25 11...71 0.02 0,0 3.63 0.02 LLap 0.04 62 7 0.15 11.71 0.01 -0.3 3.63 0.09 Leap 0.10 62 8 0.23 11.71 0.02 -0,3 3.63 0.09 LLap 0. 11 62 9 0.30 14.05 0.02 0.5 4.81 0.12 LLap 0.14 62 10 0.30 14.05 0.02 0.5 4.81 0.12 LLap 0.14 62 11 0.30 14.05 0.02 0.5 4.81 0,12 LLap 0.14 62 12 0.311 14.05 0.02 0.1 4.81 0.02 LLap 0.05 62 2 20.0 6 3 8X25216 1 -0.18 27 .07 0.01 0.0 3.63 0.02 RLap 0.02 62 2 0,25 11.71 0.02 0,0 3.63 0.02 RLap 0.04 62 2 -0.18 27 .07 0.01 0,0 3,63 0.02 RLap 0.02 62 4 0.25 11 .71 0.02 0.0 3.63 0.02 RLap 0.04 62 5 -0, 18 27.07 0.01 8.00 3.63 0.02 RLap 0.02 62 6 0,25 11 .71 0.02 0.0 3.63 0.02 RLap 0.04 62 7 -0. 17 27.07 0.01 -0.3 3.63 0.09 RLap 0.08 62 8 0.23 11..71 0.02 -0.3 3. 63 0.09 RLap 0.11 62 9 0.20 14.05 0.01 0.5 4 .81 0.12 RLap 0.13 62 10 0.20 14 .05 0.01 0.5 4,81 0.12 RLap 0.13 62 11 0.20 14 .05 0.01 0.5 4,81 0.12 RLap 0.13 62 12 0.21 14.05 0.01 0.1 4.81 0.02 Slap 0.04 62 2 20.0 6 4 8X252131 -0.18 39.03 0.00 -0.1 6.14 0.02 MidS 0.02 61. 2 0.25 19.80 0.01 -0 .1 6.14 0.02 MidS 0.03 61 3 -3.18 39.03 0.00 -0,1 6.14 0.02 MidS 0.02 61 4 0.25 19.80 0.01 -0.1 6.14 0.02 MidS 0.03 61. 5 -0.18 39.03 0.00 -0.1 6.14 0.02 MidS 0.02 61 8,25 19.80 0.01 -0.1 6.14 0.02 MidS 0.03 61 7 -0.17 39.03 0.00 0.5 5.23 0.10 MidS 0.09 6: 8 0.23 19.80 0.01 0.5 5.23 0.10 MidS 0.11 61 9 0.10 23.76 0.00 -0.9 7.36 0.12 MidS 0.13 61 10 0.10 23.76 0.00 -0.9 7.36 0.12 MidS 0.13 61 11 0.10 23.76 0.00 -0.9 7 .36 0. 12 MidS 0.13 61.. 12 0.11 23.76 0.00 -3.1 7.36 0.03 MidS 0.03 61. Surf Brace Purl Bay Purltc Load -- -Ax ial(k )-- -Moment. {f-It ) - Axl+Mom Max Id Locate Id Id Part. Id Calc Limit UC Calc Limit UC Loc UC KL/R 3 20.0 1 1 8X25213 1 9.16 19.80 0.01 -0.1 6.14 0.02 MidS 0.03 61. 2 -0.11 39.03 0 .00 -0.1 5.14 0.02 MidS 0.02 61. 3 0.16 19.80 0.01 -0.1 6. 14 0.02 MidS 0.03 61 4 -0.11 39.03 0.00 -0.1 6.14 0.02 MidS 0-02 61 5 0.16 19.80 0.01 -0.1 6.14 0.02 MidS 0.03 61. 6 -0.11 39.03 0.00 -0.1 6.14 0.02 ;1idS 0.02 61. 1 0.15 19.80 0.01 0.5 5.23 0 .10 MidS 0.10 61. 8 -0.11 39.03 0.00 0.5 5.23 0.10 MidS 0.10 61 9 0 .10 23.76 0.00 -0.9 7.36 0.12 MidS 0.13 61 1.0 0.10 23.76 0.00 -0.9 7.36 0.12 MidS 0.13 61 11 0. 10 23.766 0.00 -0.9 7,36 0.12 MidS 0.13 61 12 0.11 21.76 0.00 -0.1 7.36 0.03 MidS 0.03 61. 3 20.0 1 2 3X25216 1 0,16 11.71 0.01 0.0 3.63 0.02 Liap 0.04 62 2 0.25 11.71 0.02 0.0 3. 63 0.02 LLap 0.04 62 3 0, 16 11.71 0.01 0.0 3.63 0.02 Leap 0.04 62 256 4 3.25 11.71 0.02 0.0 3. 63 0.02 LLap 0.04 62 5 0.16 11.71 0.01 0.0 3.63 0.02 ;,Lap 0.04 6 0.25 11.71. 0.32 0.0 3,63 0.02 LLap 0.04 62 7 0.15 11.71 0.01 -0.3 3. 63 0.09 :Lap 0. 10 62 8 0.23 11.71. 0.02 -0.3 3.63 0.09 LLap 0.11 62 9 0.30 14.05 0.02 0.5 4.81 0. 12 :.Lap 0.14 62 10 0.30 14.05 0.02 0.5 4.81 0.12 LLap 0.14 62 11 0.30 14.05 0.02 0.5 4,81 0.12 LLap 0..4 62 12 0.31 14.05 0.02 0.1 4.87.. 0.02 LLap 0. 05 62 3 20.0 1 3 8x25216 1 -0.18 27.07 0. 01 0.0 3.63 0.02 RLap 0.02 62 2 0.25 11.71 0.02 0.0 3. 63 0.02 RLap 0.04 62 3 -0.18 27.07 0.01 0.0 3.63 0.02 RLap 0.02 62 4 0.25 11.71 0.02 0.0 3. 63 0.02 RLap 0.04 62 5 -0,18 27.07 0.01 0.0 3.63 0.02 RLap 0. 02 62 6 0,25 11.71 0.02 0.0 3. 63 0.02 RLap 0.04 62 7 -0.17 27.07 0.01 -0.3 3.63 0.339 RLap 0.86 62 8 0.23 11.71 0.02 -0.3 3.63 0.09 RLap 0.11 62 9 0.20 14.05 0.01 0.5 4.81 0. 12 RLap 0.13 62 10 0,20 14.00 0. 01 0.5 4.81. 0.12 RLap 0.13 62 11 0.20 14.05 0.01 0.5 4.81 0. 12 RLap 0.13 62 12 0.21 14.05 0.01 0.1 4.81 0.02 RLap 0.04 62 3 20.0 1 4 8X25Z13 1 -0.18 39.03 0.00 -0.1 6.14 0.02 MidS 0.02 61 2 0.25 19.80 0.01 -0.1 6.14 0.02 MidS 0.03 61 3 -0.18 39.03 0.00 -0.1 6.14 0.02 MidS 0.02 61 4 0.25 19.80 0.01 -0.1 6.14 0,02 MidS 0.03 61 5 -0.18 39.03 0.00 -0.1 6.14 0.02 MidS 0.02 61 5 0.25 19.80 0.01 -0.1 6.14 0.02 MidS 0.03 61 7 -0.17 39.03 0.00 0.5 5.23 0.10 MidS 0.09 61 8 0.23 19.80 0. 01 0.5 5.23 0.10 MidS 0.11 61. 9 0,10 23.76 0.00 -0. 9 7.36 0,12 MidS 0.13 61 10 0.10 23.76 0.00 -0.9 7.36 0.12 MidS 0.13 61 11 0.10 23.76 0.00 -0.9 7.36 0.12 MidS 0.13 61 12 0.21 23.76 0.00 -0.1 7.36 0. 03 MidS 0. 03 61 3 30. 6 4 1 8X25213 1 0.87 19.80 0 . 04 -0.1 6.14 0.03 MidS 0.07 61. 2 -0.63 39.03 0.02 -0.1 6.14 0.03 MidS C.04 61 3 0.87 19.90 0.04 -0.1 6.14 0.03 MidS 0.07 61 4 -0.63 39.03 0.02 -0.1 6. 14 0.03 MidS 0.04 61 5 0. 87 19.80 0.04 -0,1 6.14 0.03 MidS 0.07 61. 6 -0.63 39.03 0.02 -0.1 6. 14 0. 03 MidS 0.04 61 7 0.82 13.80 0.04 0.5 5.23 0.11 MidS 0.14 61 8 -0,59 39.03 0.02 3.5 5.23 0.11 MidS 0.39 61 9 0.20 23.78 0.01 -0.9 7.36 0. 13 MidS 0 .14 61. 10 0.20 23.76 0.01 -3,9 7.3E 0.13 MidS 0.14 61. 11 0.20 23.76 0.01 -0.9 7.36 0.13 MidS 0 .14 61 12 0.21 23.76 0.01 -0.2 7.36 0.03 MidS 0.04 61 3 30.6 4 2 8X25215 1 1.21 11.71 0.10 0.1 3.53 0.03 Llap 0.13 62 2 1.11 11.71 0.390.1 3.63 0.03 LLap 0. 12 62 3 1,21 11.71 0.10 0 .1 3. 63 0.03 :Lap 0.13 62 4 1., 11 11.71 0. 09 0.1 3.63 0.03 LLap 0 .12 62 1.21 11.71 0.10 0.1 3.63 0.03 ..Lap 0.13 62 6 1.11 11.71. 0.09 0.1 3.63 0.03 LOap 0 .12 62 7 1.13 11.71 0. 10 -0 .3 3.63 0,10 ILap 0.18 62 8 1 .04 11.71. 0.09 -0.3 3. 63 0,10 Llap 0.17 62 9 0. 97 14.05 0.07 0 .6 4.81 0.13 :Lap 0.20 62 13 0.97 14.05 0.07 0. 6 4.81 0,13 LLap 0.20 62 11 0.97 14.05 0.07 0.6 4.81 0.13 1Lap 0 .20 62 12 1.01 14.05 0.07 0.1 4.81 0,03 LIap 0.10 62 257 3 30.6 4 3 8E25E16 1. -0.54 27.07 0.02 0.1 3. 63 0 .03 RLap 3.04 62 2 0.75 11,71 0.06 0. 1 3.63 0.03 RLap 3.09 62 3 -0.54 27,07 0.02 0.1 3,63 C .03 RLap 0.04 62 4 0.75 11.71 0.06 0.1 3.63 0.03 RLap 0.09 62 5 -0.54 27,07 0.02 0. 1 3.63 0.23 RLap 0.04 62 6 0.75 11.71 0.06 0. 1 3.63 0.03 RLap 0.09 62 7 -0.51 27.07 0.02 -0.3 3.63 0.10 RLap 0.08 62 8 0.70 11.71 0.06 -0.3 3.63 0.10 RLap 0.15 62 9 0.38 14.05 0.03 0.6 4.81 0.13 Rap 0.16 62 10 0.38 14,05 0.03 0.6 4,81 0.13 RLap 0.16 62 11 0.38 14.05 0.03 0.6 4.81 0.13 nap 0.16 62 12 0. 40 14 .05 0.03 0.1. 4 .81 0.03 RLap 0.05 52 3 30.6 4 4 8X257,13 1. -0.54 39.03 0.01 -0.1 6.14 0.03 MidS 0.03 61 2 0.75 19.80 0.04 -0. 1 6.14 0.03 MidS 0.06 61 3 -0.54 39,03 0.01 -0.1 6.14 0.03 MidS 0.03 61 4 0,75 19.80 0.04 -0.1 6,14 0.03 MidS 0.06 61 S -0.54 39.33 0.01 -0.1 6.14 0.03 MidS 0.03 61 6 0.75 19.80 0.04 -0.1 6.14 0.03 MidS 0 .06 61 7 -0.51 39.03 0.01 0.5 5.23 0. 11 MidS 0.10 61 8 0 .70 19.80 0.04 0.5 5.23 0.11 MidS 0.14 61 9 0.20 23.76 0.01 -0.9 7.36 0.13 MidS 0.14 61 10 0.20 23.76 0.01 -0. 9 7,36 0.13 MidS 0.14 61 11 0.20 23.76 0.01 -0.9 7 .36 0.13 MidS 0.14 61 12 0.21 23.76 0.01 -0.2 7.36 0.03 MidS 0.04 61 T16-203 Eave Strut, Longitudinal Load(Wall= 2) 6/21/16 3:35pm Wall Bay Eave Load --Axial (k ) --- --Momer.t(`-k ) -- Ax1.Mom Max Id Id Part Id Calc Limit UC Calc Limit UC UC Ry/r 2 1 8E541,14 13 0.41 11.24 0.04 -1.80 3.51 0.51 0.55 58 11 -0.29 39.05 0,01 -1.80 3.51 0.51 0.50 58 15 0 .41 11.24 0.04 -1.80 3,51 0.51 0.55 58 16 -0.29 39.05 0.01 -1.80 3.51 0.51 0.50 58 17 0.41 11.24 0.04 -I.83 3.51 0.51 0.55 58 18 -0.29 39, 05 0.01 -1 .80 3.51 0,51 0.50 58 19 0.41 11.24 0,04 0.61 3, 15 0.19 0.23 58 20 -0.29 39.35 0.01 0. 61 3.15 0,19 0.19 58 21 0. 38 13.49 0.03 -0.41 4.21 0. 10 0.13 58 22 0.28 13.49 0,02 -1.27 4.21 0.30 0.32 58 23 0.28 13.49 0.02 -1.25 4.21 0.30 0.32 58 24 0.28 13.49 0.02 -1.23 4.21 0.30 0.32 58 25 0.23 13.49 0.02 -1.25 4.21 0.30 0.32 58 26 0.38 13.49 0.03 -0.21 4.21 0.05 0.08 58 2 2 8E541,14 13 2 .04 11.21 0.18 -1.86 3.51 0.53 0.73 58 14 2.07 11.21 0.18 -1.86 3.51 0.53 0.74 58 15 2.04 11.21 0,18 -1.86 3.51 0.53 0.73 58 1.6 2.07 11 .21 0.18 -1.86 3,51 0.53 0.74 58 17 2.04 11.21 0.18 -1.86 3.5.1 0.53 0.73 58 18 2.07 11.21 0.18 -1.86 3.51 0.53 0.74 58 19 2.04 11.21 0.18 0.63 3.11 0.20 0.39 58 20 2 .07 11.21 0,18 0.63 3.11 3.20 0.40 58 21 4.79 13.46 0.36 -0.42 4,21 0.10 0.49 58 22 3.56 13.46 0.26 -1 .32 4.21 0.31 0.60 58 23 3.56 13.46 0.26 -1 .30 4.21 0.31 0.59 58 24 3.56 23.46 0.26 -1.30 4.21 0.31 0.59 58 258 25 3.56 13.46 0.26 -1 .30 4.21 0.31 0.59 sg 26 4.49 13.46 0.36 -0.22 4.21 0.05 0.44 58 2 3 8ES4L7.4 13 -0.31 39.05 0.01 -1.86 3.51 0.53 0.52 58 14 0.44 11 .21 0. 04 -1.86 3.51 0.53 0.57 58 15 -0.31 39.05 0.01 -1 .86 3.51 0.53 0.52 58 16 0.44 11.21 0.04 -1.86 3.51 0.53 0.57 58 17 -0.31 39.05 0.01 -1.86 3.51 0.33 0.52 58 18 0.44 11 .21 0.04 -1.88 3.51 0.53 0.57 58 19 -0.31 39.05 0.01 0. 63 3.11 0.20 0.20 58 20 0.44 11.21 0.04 0.63 3.11 0.20 0.24 58 21 0.75 13.46 0.06 -0.42 4.21 0.10 0.16 58 22 0.56 13.46 0.04 -1.32 4.21 0.31 0.36 58 23 0.56 13.46 0.04 -1.30 4.21 0.31. 0.35 58 24 0.56 13.46 0.04 -1 .30 4 .21 0.31 0.35 58 25 0.56 13.46 0.04 -1.30 4.21 0.31 0.35 58 26 0.75 13.46 0.06 -0.22 4.21 0.05 0.11 58 2 4 8ES4LI4 13 -0.31 39.05 3.01 -1.80 3.51 3.51 0.53 58 14 0.44 11.24 0.04 -1.80 3.51 0.51 0.55 58 15 -0.31 39.05 0.01 -1.80 3.51 0.51. 0.50 58 16 0.44 11.24 0.04 -1.80 3.51 0.51 0.55 58 17 -0.31 39.05 4.01 -1.80 3.51 0,51 0.50 58 18 0.44 11.24 0.04 -1.80 3.51 0.51 0.55 58 19 -0.31 39.05 0.01 0.61 3.15 0.19 0.19 58 20 0.44 11.24 0.04 0. 61 3.15 0.19 0.23 58 21. 0.38 13.49 0.03 -0.41 4.21 0.10 0.13 58 22 0.29 13.49 0.02 -1.27 4.21 0.30 0.32 58 23 9.29 13.49 0.02 -1.25 4 .21 0.30 0.32 58 24 0.29 13.49 0.02 -1.25 4.21 0.30 0.32 58 25 0.29 13.49 0.02 -1.25 4.21 0.30 0.32 58 26 0.38 13.49 0.03 -0.21 4.21 0.05 0.08 58 T16-203 Eave(Wall= 2) 6/21/16 3:35pm EAVE STRUT Wall Id = 2 LAYOUT: Available Design Reduction Bay Length --Lap (ft) -- Load No. No. Unit Total Factor 5d Part (ft) Left Right Width Brace Row Weight Weight Cut In LExn 8E841,14 1.33 2.171 5.4 5.e 0.00 0.25 1 0 8:E64114 15.50 2.17 0 '1. 62,5 62.5 0.00 0. 65 2 8E94114 15.67 2.17 0 1 63.2 63.2 0.00 0.65 3 81134L14 15. 67 2.17 0 1 63.2 63.2 0.00 0.65 4 8E54114 15.50 2.17 0 1 62.5 62.5 0.00 0.65 RExt 8r34414 1.33 2.17 1 5.4 5.4 0.00 8.65 Tota1 (lb)= 262.0 Perlin DL- 1.86 (psi ) LOAD ID 1 : Dead+Collateral.-Live 259 ANALYSIS: Hay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.07 0.00 0.01 0. 67 0.05 1 0.41 -0.40 0.05 -1 .55 7.81 0.00 2 0.41 -0.41 0.00 -1.61 7 .83 0.00 3 0.41 -0.41 0.00 -1.61 7.83 0.00 4 0.40 -0. 41 0.00 -1.55 7.69 0.05 RExt 0.07 0.00 0.05 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shearfk 1------ - ---Moment (f-k )----- -Mon+Shr- Deflect:in) Id Lou Cale Limit UC Loc Cale Limit GC Loc UC Calc Limit LExt RSup -0.07 3.68 0.02 RSup 0.05 3.51 0.01 RSup 0.02 0,04 1 LSup 0.41 3. 68 0.11 MidS -1.55 3.51 0.44 LSup 0.11 -0.14 0.78 2 LSup 0.41 3.48 0.11 MidS -1.61 3.51 0.46 LSup 0.00 -0,15 0.78 3 LSup 0.41 3.68 0.1.1 MidS -1. 61 3,51 0.46 LSup 0.00 -0.15 0,78 4 RSup -0.41 3.68 0.11 MidS -1.55 3.51 0.44 RSup 0. 11 -0.14 0.78 RExt LSup 0.07 3.68 0.02 LSup 0.05 3.51 0.01 LSua 0.02 0.04 UN3Ri10ED LENGTH: Bay Major Minor(ft)------ -----------Cb Moml/Mom2------ Id (ft) LSup LLap MidS Reap RSup LSup Slap MidS RLap RSup LSup 1Lap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1 .3 1.3 2.30 2 .30 2 .30 2.30 2.3C 1 .00 1 .00 1.00 1 .00 1.00 1 15.5 15.5 0.9 0.0 0.0 15,5 1.14 1.00 1..00 1.00 1.14 1.00 1,00 1.00 1.00 1.00 15.7 15.7 0.2 0.0 0,0 0.0 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 15.7 15.7 0.3 0_5 0,0 0.0 1.14 1.00 1.00 1.03 1.00 1.00 1,00 1,00 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1..00 1. .00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 RExt 0.0 1.3 1.3 1,3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1 .00 1.00 LOAD ID 2 : Dead+Collateral+Suoa ANALYSIS: Shear(.k ) ______________Moment(f-k ) - Bay Left Left Right Right Left Left MidSpan Right, Right Id Sup Lap Lap Sup Sup Lap :'ori Loc lap Sup LExt 0.00 -0.72 0.00 0.02 0.67 0.08 1 0.69 -0.68 0.08 -2.62 7.81 0.00 2 0.69 -0.69 0.00 -2.72 7 .83 0,00 3 0.69 -0.69 0.00 -2.72 7,83 0.00 4 0.68 -0.69 0.00 -2. 62 7.69 0.08 RExt 5.12 0.00 OTOS 0.02 0.67 0.00 STRENGTH/DEFLECTION: Moment ... i' eBay --____ ne.1_ (k )_____ _____� h-, j _____ _Mom+Sh::- tier fl Id Loc Calc Limit UC Los Calc Limit CC Loc UC Calc Limit LExt RSup -0.12 3.68 0,03 RSup 0.08 3.51 0 .02 RSup 0.04 0.07 1 LSup 0.69 3.68 0.19 MidS -2.62 3.:51 0.75 LSup 0.19 -0.27 0.78 260 2 LSup 0. 69 3.68 0.1.9 MidS -2.72 3.31 0.78 LSup 0.00 -0.29 0,78 3 LSup 0.69 3.68 0.19 MidS -2.72 3.51 0.78 LSup 0. 00 -0.29 0.78 4 RSup -0.69 3.68 0.19 MidS -2.62 3.51 0.75 RSup 0.19 -0.27 3.78 RExt LSup 0.12 3.68 0.03 LSup 0.08 3.51 0.02 1S-up 0.04 0.07 EMBRACED LENGTH: Bay Major Mo-n >_ l,'Mom:_ Td (ft) -Sup Llan MidS RLap RSup LSup 'LLap MIdS RLap RSup LSup ILap MidS RLap RSup LExt 1..3 1 .3 1.3 1.3 1.3 1.3 2 .30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1.00 1.00 1 16,5 15,5 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1 .00 1.00 1. 00 1.00 1.00 3 15.7 15.7 0.0 0.0 0.0 15.7 1.14 1.00 1.00 1 .00 1.14 1.00 1.00 1_00 1.00 1 .00 4 15.5 0.0 0.0 0.0 0.0 15.5 1 .00 1.00 1.00 1.00 1.14 1.00 1.00 1. 00 1 .00 1.00 RExt 0.0 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1, 00 1.00 1..00 1.00 LOAD ID 3 : Dead+Coliaterai-Snow+Snow Drift ANALYSIS: .4hear(k 1 Momeatff-k ) "-- Bay left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup 'Lap Mom Loc lap Sup LExt C.03 -0.12 0.00 0.02 0. 67 3.08 1 0.59 -0.68 0.08 -2.62 7.81 0.00 2 0.69 -0.69 0.00 -2.72 7.83 0.00 3 0. 69 -C. 69 0.00 -2.72 7.83 0.00 4 0.68 -0.69 0.00 -2.62 7. 69 0.08 RExt 0.12 0.00 0.08 0.02 0.67 0.00 STRENGTH/VEFIECTION: Bay ------Sh ear (k ) ----- Moment (f-k ) -Mom+Shr- Deflect(in) Id Lou Calc Limit CC Loc Calc Limit UC Loc OC Calc Limit LExt RSup -0.12 3.68 0.03 RSup 0.08 3.51 0.02 RSup 0.04 0.07 1 LSup 0.69 3.68 0.19 MidS -2.62 3.51 0.75 LSup 0.19 -0.27 0.78 2 LSup 0.69 3. 68 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 3 LSup 0.69 3.68 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 4 RSup -0.69 3.68 0.19 MidS -2.62 3.51 0.75 RSup 0.19 -0.27 0,78 RExt LSup C.12 3.68 0.03 LSup 0.09 3.51 0.02 LSup 0.04 0.07 UNBRACED LENGTH: Bay Major -------Minor (ft ------CL Moral/Mom2 Id (ft) LSup Clap MidS RLap RSup LSup LLap MidS RLap RSup ISup LLap MidS RLap RSup LExc 1.3 1.3 1.3 1.3 1.3 1 .3 2.30 2 .30 2.30 2 .30 2.30 1.00 1.00 1.00 1.00 1.00 1 15,5 15.5 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1...00 1.00 1.00 1.00 1 .00 1.00 1. 00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1 .00 1.00 1. 00 1.00 1.00 1,00 1.00 3 15.7 15.7 0.0 0.0 0.0 15.7 1.14 1.00 1.03 1.00 1.14 1.00 1.00 1.30 1.00 1.30 4 15,5 0.0 0.0 0.0 0.0 15.5 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 RExt 0.0 1.3 1.3 1.3 1 .3 1 .3 2.30 2.30 2.30 2 .30 2.30 1.00 1.00 1.00 1.00 1.00 LOAD ID 4 : Dead+Collateral+SnowtSlide Snow ANALYSIS: 261 -__ - Shear(k ) -- Bay __Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Los Lap Sup LExt 0.00 -0. 12 0.00 0.02 0. 67 0.08 0. 69 -0.68 0.08 -2. 62 3 .81 0.00 2 0.69 -0.69 0.30 -2,72 7.83 0.00 3 0.69 -0. 69 0.00 -2.72 7.83 0.00 4 0.68 -0.69 0.00 -2,62 7.69 0.08 RExt 0.12 0.00 0.08 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k ) ------ -----Moment (f-k ) ----- -Mom+Shr- Deflei.t(i(1) Id Loc Cale Limit DC Los Calc Limit DC Los DC (laic Limit LExt RSup -0.12 3.68 0.03 RSup 0.08 3.51 0.02 RSup 0.04 0.07 1 LSup 0.69 3.68 0.19 MidS -2. 62 3.51 0.75 :.Sup 0. 19 -0.27 0.78 2 ::,Sup 0.69 3. 68 0.19 MidS -2 .72 3.51 0.78 LSup 0,00 -0.29 0.78 3 LSup 0.69 3.68 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 4 RSup -0, 69 3.68 0.19 MidS -2. 62 3.51 0.75 RSup 0. 19 -0.27 0.78 RExt 'LSup 0. 12 3.68 0.03 LSup 0.08 3.51 0.02 LSup 0.34 0.07 ONBRACED LENGTH: Bay Major _____--Minor(ftJ ____...___ =Cb._________..._ _..____...__Moml/Mom2--.....____. Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2 .30 2 .30 1.00 1.00 1..00 1.00 1.00 1 15,5 15.5 0.0 0.0 0.0 0.0 1.24 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1 .00 1 .00 2 15.7 15,7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.03 1.00 1..00 1.00 1.00 1.00 1.00 3 15.7 15,7 3 ,0 0.0 0.0 15.7 1.14 1 .00 1.00 1 .00 1.14 1.,00 1.00 1.00 1.00 1.00 4 1.535 0.0 0.0 0.0 0.0 15.5 1.00 1.00 1.0C 1.00 1.14 1.03 1.00 1.00 1.00 1.00 RExt 0.0 1. .3 1. .3 1.3 1 .3 1.3 2 .30 2.30 2 .30 2.30 2.30 1..00 1.00 1.00 1.00 1.00 LOAD ID 5 : 0.8Dead+0.8Collateral+0.33Live+1.07Wind Pressures ANALYSIS: _Shear(k ___.____...____....-Moment(f-k ) ....________....___-. Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sun Sup Lap Mom Loc Lap Sup LExt 0.00 -0.03 0300 0.01 0.67 0.02 1 0.36 -0.36 0,02 -1.40 7.78 0.00 2 0.37 -0.37 0,00 -1.44 7 .83 0.00 3 0.37 -0.37 0.00 -1.44 7.83 0.00 4 0.36 -0.36 0.00 -1.40 7.72 0.02 RExt 0.03 0.00 0.02 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k }------ --- .foment (£-k ) ---- -MomTShr- Deflect(in) Id Loc Calc Limit UC Loc. Calc Limit UG Los DC Calc Limit LExt RSup -0.03 3.68 0.01 RSup 0.02 3.51 0.01. LSup 3.30 0.04 1 LSup 0.36 3.68 0.10 MidS -1 .40 3.51 0.40 LSup 0.00 -0.13 0.78 2 LSup 0.37 3.66 0.10 MidS -1.44 3.51 0.41. LSup 0.00 -C,14 C.78 3 LSup 0.37 3.68 0.10 MidS -1..44 3.51 0.41 LSup 0.00 - 0.14 0.78 4 RSup -0.36 3.68 0.10 MidS -1..40 3.51 0.40 LSup 0.00 -0.13 0.78 262 RExt LSup 0.03 3. 68 0.01 LSup 0.02 3.51 0.01. LSup 0.00 0.04 UNBRACED LENGTH: Bay Major -------Minor (ft)-------- Gb Mom1/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LSap MidS RLap RSup LExt 1.3 1,3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1,00 1.00 1 15.5 13.5 0.0 0.0 0.0 15.5 1.14 1. .00 1.00 1.00 1.14 1.0D 1 .00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 15.7 15.7 0.0 0.0 0.0 15.7 1.14 1.00 1.00 1.00 1 .1.4 1.00 1.00 1.00 1.00 1 .00 4 15.5 0.0 0.0 0.0 0.0 15.5 1.00 1.00 1.00 1.00 1. .4 1.00 1,00 1.00 1,00 1.00 RExt 0.0 1,3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2,30 1.00 1.00 1.00 1.00 1.00 LOAD ID 6 : 0.8Dead+0.8Coliateral+0,338now+1..07Wind Pressure:. ANALYSIS: Shear(k ) Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -3.55 0.00 0.01 0.67 0.03 1 0.46 -0.45 0.03 -1,75 7.78 0,00 2 0.46 -0.46 0.00 -1. 80 7.83 0,00 3 0.46 -0.46 0.00 -1.80 7.83 0,00 4 0,45 -0.46 0.00 -1.7.5 7.72 0.03 RExt 0.05 0.00 0.03 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear (k ) -----Moment (f-k ) -Mom+Shr- Deflect :in) Id boo Calc Limit UC boo Cato Limit CC 'boo 05 Calc Limit LExt RSup -0.05 3. 68 0.01 RSup 0.03 3.51 0.01 LSup 0.00 0.05 1 LSup 0.46 3.68 0,1.2 MidS -1.75 3.51 0.50 LSup 0.00 -0.18 0.78 2 LSup 0.46 3. 68 0.13 MidS -1.80 3.51 0.51 LSup 0.00 -0.19 0. 78 3 LSup 0.46 3.68 0.13 MidS -1.80 3.51 0.51 LSup 0.00 -0.19 0.78 4 RSup -0.45 3.68 0.12 MidS -1 .75 3.51 0.50 LSup 0.00 -0. 18 0.78 RExt LSup 0.05 3.68 0.01 LSup 0.03 3.51 0.01 '_,Sup 0.00 0.05 UNBRACED LENGTH: Bay Major ---..._-Minor:ft) .._ .____-_Cb-... Vomi/Mom2 Id (ft) LSup Llan MLdkl RLap RSup LSup LLap MldS RLap RSup LSup LLap MidS RLap RSup LExt 1..3 1.3 1.3 1.3 1.3 1.3 2.30 2 .30 2 .30 2,33 2.30 1.00 1.00 1.00 1..00 1.00 1 15.5 15.5 0.0 3.0 0.0 15,5 1.14 1.03 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.02 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 7_50 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 3 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1 .02 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 15,5 1.14 1 .00 1.00 1..00 1. 14 1.00 1.00 1.00 1, 30 1 .00 RExt 0.0 1,3 1 .3 1.3 1.3 1..3 2.30 2,30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LOAD ID 7 : 0.8Dead+0.8Coliateral+0.335now-51.07Wind Pressurel+0.33Snow D ANALYSIS: .._.. Shear(k )__. momenc (f-k )3- Bay ',',eft Left Right Right Left Left, MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 263 LExt 0.00 -0.05 0.00 0.01 0.67 0.03 1 0.46 -0.45 0.03 -1 .75 7.78 0.00 2 0.46 -0.16 0.00 -1.80 7.83 0.00 3 0.46 -0.46 0.00 -1.80 7.93 0,00 4 0 .45 -0.46 0.00 1_75 7 ,72 0.03 RExt 0.05 0.00 0.03 0.01 0.57 0.00 STRENGTH/DEFLECTION: Bay ------Shear ft )----- -----Moment ('_-k )----- -Mom+Shr- Deflect(in) Id Loc Calc 'Limit NC Loc Cal o Limit MC Loc NC Calc Limit LExt RSup -3.05 3.68 0.01 RSup 0.03 3.51 0.01 LSup 0.00 0.05 1 LSup 0.46 3.68 0. 12 ri .dS -1.75 3.51 0.50 LSup 0.00 -0.18 0.78 2 LSup 0.46 3.68 0.13 MidS -1 .80 3.51 0,51 LSup 0.00 -0.19 0.78 3 LSup 0.46 3.68 9.13 MidS -1.80 3.51 0. 51 'LSup 0.00 -0.19 0.78 4 RSup -0.46 3.68 0.12 MidS -1.75 3.51 0.50 LSup 0.00 -0.18 0.78 RExt LSup 0.05 3.68 0.01 LSup 0.03 3.51 0.01 LSup 0.00 0. 05 ONBRACED LENGTH: Hay Major _______Minor{ft} -_______ _....____._____Ch__...________ Mom1/Mom2-______ Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1 .3 1 .3 1,3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1,00 1,00 1.00 1 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1.00 1 .00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0,0 1.14 1. ,00 1.30 1.30 1.00 1.00 1.00 1.00 1.00 1.00 3 15.7 15.70 0.0 0.0 0 .0 1.14 1.00 1.00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1.00 4 15.5 15.5 0.0 0,0 0.0 15.5 1.14 1.00 1 .00 1 .00 1.14 1.00 1.00 1.00 1.00 1 .00 RExt 0.0 1.3 1.3 1.3 1 .3 1.3 2.30 2 .30 2.30 2 .30 2.30 1 .00 1 .00 1 .00 1.00 1.00 LOAD ID 8 : 0.8Dead-G.BCo11ateral+0.53Snow+1.07Wind Pressure1+0.33S1ide ANALYSIS: Bay Left Left Right Right Left Left MidSoan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.05 0.00 0.01 0.67 0.03 1 0.46 -0.45 0.03 -1.75 7 .78 0.00 2 0.46 -0.46 0.00 1.80 7.83 0.00 3 0.46 -0.48 0.00 -1.80 7.83 0.00 4 0,45 -0.46 0.00 ...1.75 0.03 REXt 0.05 0.00 0.03 0.01 0,67 0.00 STRENGTH/DEFLECTION: Bay -------Shear (k ) ----- -----Moment(f-k ) ----- -Mom+Shr- Deflect(in) Id Loc Gait Limit JC Lot Calc Limit )71 '.Lot DC Calc Limit LExt RSup -0.05 3.68 0.01 RSup 0.03 3.51 0.01 LSup 0.00 0.05 1 LSup 0.46 3.68 0.12 MidS -1.75 3.51 0.50 LSup 0.00 -0.18 0.78 2 LSup 0.46 3.68 3.13 MidS -1.80 3.51 0 .51 LSup 0.00 -0.19 0.78 3 LSup 0.46 3.63 0.13 MidS -1.80 3,51 0,51 LSup 8.00 -0.13 0.78 4 RSup -0.46 3.08 0.12 MidS -1 .75 3.51 0.50 LSup 0.00 -0.18 0.78 RExt LSup 0.05 3.68 0.01 LSup 0.03 3.51 3.01 ISup 0.00 6.=05 (JMBRACED LENGTH: 264 Bay Major -------Minor(ft) Cb---- Moml/Mom2 Id (£t) LSup :Lap MidS RLap RSup LSup LLap MidS RLap RSup LSup LIap Mid5 RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2,30 2.30 1.00 1.00 1.00 1 .00 1.00 1 15.5 15.5 0.0 0.0 0.0 15.F1.14 1.0C 1.00 1.00 1.14 1.00 1.00 1 .00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 15,7 15.7 0.0 0.0 0.0 0.0 1.14 1.,00 1.00 1.00 I .00 1.00 1.00 1.00 1 .00 1.00 4 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1.00 1.00 1 .00 1.14 1 .0C 1.00 1.00 1.00 1.00 RExt 0.0 1.3 1.3 1 .3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1 .00 1.00 1.00 1.00 LOAD ID 9 : 0.6Dead+Wind 5uctionl ANALYSIS: Shear(k )--...._____ Momec't (f-k ) Bay Left Left Right Right Left -eft MidSpan Right Right Id Sup Lap Lao Sup Sup lap Mom Loc Lap Sup LExt 0.00 0.13 0. 00 -0.02 0.67 -0.08 1 -0.49 0.39 -0.08 1.53 7. 62 C.00 2 -8.38 0.38 0.00 1.49 7.83 0.00 3 -0.38 0.38 0.00 1.49 7.83 0.30 4 -0.39 0.49 0.00 1.53 7.88 -0.08 RExt -0.13 0.00 -0.08 -0.02 C. 67 0,00 STRENGTH/DEFLECTION: Bay -- ----Shear{k ) Moment(f-k ) -Mcm+Shr- Deflect(an) Id Lop: Calc Limit DC Loc Calc Limit OC Loc UC Calc Limit_ LExt RSup 0. 13 3. 68 0.03 RSup - 0.08 3.51 0.02 RSup 0.04 -0.06 1 _,Sup -0.49 3.68 0. 13 MidS 1..53 3.14 0.49 LSup 0.13 0.22 0.78 2 LSup -0.38 3.68 0.10 MidS 1.49 3.11 0.48 LSup 0.00 0.22 0.78 3 LSup -0.38 3. 68 0.10 MidS 1.49 3.11 0.48 LSup 0.00 0.22 0.78 4 RSup 0.49 3.68 0.13 MidS 1 .53 3. 14 0.49 RSup 0.13 0.22 0.78 RExt :Sup -0.13 3.68 0.03 LSup -0 ,08 3.51 0.02 LSup 0.04 -0.06 UNBRACED LENGTH: Bay Major _-----minor(ft) Cb---- EMoml/Mom2----- Id (ft) LSup Lap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 0.0 0.3 0.0 0.0 2.30 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 15.5 0.0 15.5 15.5 15.5 0. 0 1.00 1.13 1.13 .1. 13 1 .00 1 .00 1 .00 1 .0C 1.00 1.0C 2 15.7 15.7 15.7 15.7 15.7 0. 0 1 .14 1 .7.4 1 .14 1 .14 1. 00 1.00 1.00 1 .00 1.00 1.00 3 15.7 15.7 15.7 15.7 15.7 15.7 1.14 1. 14 1.14 1.14 1 .14 1.00 1.00 1 .00 1.00 1.00 4 15.5 15.5 15.5 15.5 15.5 0.0 1.13 1.13 1.13 1 . 13 1.00 1.0C 1.00 1 .00 1.00 1.00 RExt 0.0 0.0 0.0 3.0 0.0 1.3 1.00 1.30 1.00 1.00 2.30 1.00 1.00 1.00 1.00 1.00 LOAD ID 10 : Dead+Collateral+Snow/2+3AT SL 3 ANALYSIS: Moment(f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Moro Loc Lap Sup LExt 0.00 -0.08 0.00 0.01 0.67 0.05 1 0. 69 -0,68 0.05 -2. 64 7.78 0.00 265 2 0.69 -0.69 0.00 -2,72 7.83 0.00 3 0.48 -0.43 0,00 -1.57 7.83 0.00 4 0.39 -C.40 0.00 -1.51 7. 69 0.04 RExt 0.07 0.00 0.04 0,01 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear (k ) Moment(f-k }---- -Mom-Shr- Deflect(in) Id Loc Calc Limit OC Loc Calc Limit CC Loc UC Calc Limit LExt RSup -0.08 3.68 0.02 RSup 0.05 3.51 0.01 RSup 0.03 0.08 LSup 0,69 3.68 0.19 MidS -2.64 3.51 0 .75 LSup 0.19 -0.28 0.78 2 LSup 0.69 3. 68 0.19 MidS -2.72 3.51 0.78 :.Sup 0.00 -0.29 0.78 3 LSup 0.40 3.68 0.11 MidS -1.57 3.51 0.45 LSup 0 .00 0.15 0.78 4 RSup -0,48 3. 68 0.11 MidS -1.51 3.51 0.43 RSup 0.11 -0.14 0.78 RExt LSup 0.07 3. 68 0.02 LSup 0.04 3.51 0.01 LSup 0.02 0.04 UNBRA.CED LENGTH: Bay Major Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1. 3 1 .3 1 .3 1.3 1.3 1.3 2.30 2.30 2.33 2.30 2.38 1.00 1.00 1.00 1.00 1 .00 15.5 15.5 0.0 0.3 0.2 15.5 1.14 1.00 1 .00 1.00 1. 14 1.00 1..00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1 .00 3 15.7 15,7 0.3 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 4 15,5 15.5 0.0 0.0 0.0 15.5 1 .14 1 .00 1 .00 1.00 1 . 14 1 .00 1.00 1.00 1,00 1.00 RExt 0.0 1.3 1.3 1.3 1.3 1 .3 2.30 2.30 2. 30 2.30 2. 330 1.06 1.00 1.00 1.00 1.00 LOAD ID 11 : Dead+Coliatera1+Scow/2+PAT SL 4 ANALYSIS: Bay left Left Right Right Left Left MidSpan Right Right Id Sap Lap Lap Sup Sup Lap MomLoc Lap Sup LEX. 0.00 -0.07 0.80 0.31 0.67 0.04 1 0.40 -0.39 0,04 -1.51 7.81 0.00 2 8.69 -0.69 0.00 -2.72 7.83 0.00 3 0.69 -0.69 0.00 -2.72 7 .83 0.00 4 0.39 -0.40 0.00 -1.51 7.69 0.04 RExt 0.07 0.00 0.04 0.01 0. 67 0.00 STRENGTH/DEFLECTION: Mom.-Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit DC Loc UC Calf' limit LExt RSup -0.07 3.68 0.02 RSup 3.04 3.51 0.01 RSup 0.02 0.04 LSup 0.40 3.68 0.11 MidS -1.51 3.51 0.43 LSup 0.11 -00.14 0.78 2 LSup 0.69 3.68 0. 19 MidS -2.72 3.51 0.78 LSup 0,00 -0.29 0.78 3 LSup 0.69 3.68 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.73 4 RSup -3,40 3. 68 0.11 MidS -1.,51 3.51. 0.43 RSup 0,11 -0.14 0.78 RExt LSup 0.07 3.68 0.02 LSup 0.04 3.51 0.01 LSup 0.02 0.04 UNBRACEU LENGTH: Bay Major Minortft) -_...___..___Ch____...___....__ ..____.__-Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 266 LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.5 15.5 0.0 0,0 3.0 1.5.5 1.34 1.00 1.00 1.00 1. 14 1.00 1 ,00 1.00 1.00 11.02 2 15.7 15,7 0.3 0,0 0.0 0.0 1.14 1.60 1 .00 1.00 1.00 1 .00 1.00 1.00 1.00 1.06 3 1.5.7 15.7 0.0 0.0 0.0 1.5.7 1.14 1.00 1.00 7. .00 1.14 1.00 1 .00 1 .00 1 .00 1_00 4 15.5 15,5 0.0 0.0 0.0 15.5 1.14 1.00 1.00 1.03 1.19 1.00 1..00 1.00 1.00 1. 00 RExt 0.0 1. 3 1.3 1.,3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LOAD ID 12 : Dead*Collaterai+Snow/2+pAT SL 5 ANALYSIS: Shear(k ) .......__- Moment (f_k )__... Bay ,Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.07 0.00 0.01 0.67 0.34 1 0.40 -0.39 0,04 -1.31 7.81 0.00 2 0.40 -0.40 0.00 -1.57 7.83 0.00 3 0.69 -0.69 0.00 -2 .72 7.83 0.00 4 0.68 -0. 69 0.00 -2. 64 7.72 0.05 RExt 0.08 0.00 0.05 C.01. 0.67 0.03 STRENGTH/DEFLECT TON: Bay -------Shear(k )----- -----Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Cale Limit UC Loc Calc Limit OC Loc uc Calc Limit LExt RSup -0.07 3.58 0.02 RSup 3.04 3.51 0.01 RSup 0.02 0.04 1 LSup 0.40 3.68 0.11 MidS -1.51 3.51 0.43 LSup 0.11 -0.14 0.78 2 RSup -0.40 3. 68 0.11 MidS -1.57 3.51 0.45 LSup 0.00 -2.15 0.78 3 LSup 0.69 3.68 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 4 RSep -0.69 3.68 C.19 MidS -2.64 3.54 0.75 RSup 0.19 -0.28 0.78 RExt LSup 3.08 3.68 0.02 LSup 0.05 3.51 0.01 LSup 0.03 0.08 UNBRACEL LENGTH: Bay Major -------Minor (ft) .._ ._____Ob_........ .Mcml/Mom - Id (ft) LSup LLap Mid3 RLap ESup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 7..,3 1.3 1.3 1.3 1.3 1.3 2 .30 2.30 2 .30 2,30 2.30 1.00 1 .00 1 .00 1 .00 1.00 1 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 2 15.7 15.7 0,0 0.0 0.0 0.0 1.14 1. 20 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 3 15.7 15. 7 0.0 3.0 0.0 15.7 1.14 1 .00 1.00 1.00 1.14 1.0C 1.80 1.20 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1 .00 1.00 1 .00 1.14 1. 00 1_00 1. 00 1 .00 1 .00 RExt 0.3 1.3 1.3 1.3 1.3 1 .3 2.3C 2.30 2.30 2,30 2.30 1.00 1.00 1.00 1.00 1.00 LOAD ID 13 : Dead+Collateral+Snow/2+?AT S. 1 ANALYSIS: Shear(k )-------- Moment (f-k ) - Bay Left Lett Right Right Left Left MidSoan Right Right Id Sup Lan Lap Sup Sup Lap Mon'. Loc Lap Sup LExt 0.00 -0.08 0.00 0.01 0.67 0.05 1 0. 69 -0. 68 0.05 -2. 64 7.78 0.00 2 0.40 -0.40 0.00 -1.57 7.83 0,00 3 0.40 -0.40 0.00 -1.57 7.83 0.00 4 0.39 -0.40 0,00 -1.51 7.69 0.04 267 RExt C.07 3.00 0.04 0.01 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k 1------ -----Moment {f-k )---- -Mom+Shr- Deflect(in) Id Loo Calc Limit UC Loc Calc Limit VC Loc US Caic Limit LExt RSup -0.08 3.68 0.02 RSup 6.05 3.51 0.01 RSup 0.03 0.08 1 LSup 0.69 3. 68 0.19 MidS -2.64 3.51 0.75 LSup 0.19 -0.28 0.78 2 RSup -31.40 3.68 0.11 MidS -1.57 3.51 9.45 LSup 0.00 -0.15 0.78 3 LSup 0.40 3.68 0.1.1 MidS -1.57 3.51 0.45 LSup 0.00 -0.15 0.78 4 RSup -0.40 3.68 0.11 M±dS -1 .31 3.51 0.43 RSup 0.11 -0.24 0.78 RExt LSup 0.07 3.68 0.02 LSup 0.04 3.51 0.01 'LSup 0.02 0.04 UNBRACED LENGTH: Id (ft) =Sup LLap MidS RLap RSup LSup ',Lap MidS RLap RSup LSup Lisp MidS Kap RSup LExt 1,3 1.3 1.3 1.3 1 .3 1 .3 2.30 2 .30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1 15.5 15.5 0.0 0,0 0,0 15,5 1.14 1.00 1.00 1.00 1 .14 1.00 1.00 1.00 1.00 1.00 2 15.7 15.7 0.D 0.0 0,0 0,0 1 .14 1 .00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1 ,00 3 15.7 15.7 0.0 0.0 3.0 0.0 1.14 1 .00 1.00 11.00 1.00 1.00 1.00 1,00 1,00 1,00 4 1.5.5 15.5 0.0 0.0 0.0 15.5 1.14 1 .00 1 .00 1.00 1.14 1.00 1 .00 1.00 1 .00 1,00 REXC 0,0 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2 .30 2.30 1.00 1.00 1 .00 1 .00 1 .00 LOAD ID 14 : Dead+Coll aatera1 Snow/2+PAT SL 2 ANALYSIS: Shear(s ) ________.____Moment if-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loo Lap Sup LExt 0.00 -0.07 0.00 0.01 0.67 0,04 1 C.40 -C.39 0.04 -1.51 7.81 0.00 2 0,40 -0.40 0.00 -1.57 7.83 0.00 3 0.40 -0.40 0.00 -1.57 7,83 0.00 4 0. 68 -0. 69 0.00 -2.64 7 .72 0.05 RExt 0.08 0.00 0.05 0.31 0.67 0.00 STRENGTH/DEFLECTION: Bay -----Snear(k 1 ------ ----Moment(f-k ) -- -- -Mom+Sh_- Deflect (in) Id Loc Calc Limit CC Loc Gale Limit US Loc GC Cabo Limit LExt RSup 0 .07 3.68 0,02 RSup 0.04 3.51 0.01 RSup 0.02 0.04 1 LSup 0.40 3.68 0.11 MidS -1.51 3.51 0.43 LSup 0.11 -0.14 0.78 2 RSup -0.40 3.68 0.11 IlidS -1 .57 3.51 0.45 LSup 0.00 -0.15 0.78 3 LSup 0 .40 3.68 0.11 KidS -1.57 3.51 0.45 LSup 0.00 -0.15 0.78 4 RSup -0.69 3.68 8.19 MidS -2.64 3.51 0.75 RSup 0.19 -0.28 0.78 RExt LSup 0.08 3.68 0.02 LSup 0.05 3.51 0,01 LSup 0.03 0,08 ONBRA.CED LENGTH: Bay Major Minor(P,t)------ ---------Cb Mom1./Moral----- l( (ft) LSup LLap MidS RLap RSup LSup LLap MidS :Lap RSup LSup Lap MidS RLap RSup LExt. 1.31.3 1.3 1.3 1.3 1.3 2.30 2.30 2,30 2.30 2.30 1.00 1,00 1,00 1.90 1.00 1 15.5 15.5 0.0 0.0 0,0 15.5 1.14 1 .00 1.00 1.00 1.14 1.00 1.00 1.02 1,00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1 .14 1.0C 1 .00 1.00 1_00 1 .00 1 .00 1.00 1.00 1 .00 268 3 15.7 15,7 0.0 0.0 0.0 0. 0 1.14 1300 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 RExt 0.8 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.20 1.00 1.00 LOAD ID 1.5 : Dead+Collateral'Snow-PA'L SL 1 ANALYSIS: Shear(k ) - Moment (f ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap ,Morn Loc Lap Sup LExt 0.00 -0.10 0.00 0.02 0.67 0.08 1 0.40 -0.39 0.08 -1 .50 7.85 0. 00 2 0. 69 -0. 69 0.00 -2.72 7.83 0.00 3 0.69 -0.69 0.00 -2.72 7.83 0.03 4 0.68 -0.69 0.00 -2.62 7.59 0.08 RExt 0.12 0.00 0.08 0. 02 0.67 0. 00 STRENGTH/DEFLECTION: Bay Shear (k ) - Moment(f-k ) -Moa+Shr- Deflect(in) Id Loc Gals Limit OC Leo Calc Limit UC Loc UC Cale Limit LExt RSup -0.10 3. 68 0.03 RSup 0.08 3.51 0.02 RSup 0.04 0.04 1 LSup 0.40 3.68 0.11 MidS -1.50 3.51 0.43 LSup 0.11 -0.14 0.78 2 LSup 0.69 3.68 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 3 LSup 0.69 3.68 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -3.29 0,78 4 RSup -0 .69 3.68 0. 19 MidS -2.62 3.51 0.75 RSup 0.19 -0.27 0.78 RExt LSup 0 .12 3. 68 0.03 LSup 0.08 3.51 0.32 1:S-an 0.04 0.07 UNBRACED LENGTH: Bay Major _______Minoru:'-} ..... .____Cb Mem1/Mom2_ Id (ft) LSup LLap MidS RLap RS'uo LSup TLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1 .3 1.3 1.3 1.3 1.3 2.29 2.29 2.29 2.29 2.29 1.00 1.00 1.00 1.00 1 .30 1 15.5 15.5 0.0 3.0 0.0 15.5 1.14 1.00 1.00 1.00 1.14 _.00 1.00 1.00 1.00 1.00 2 7.5.7 15.7 0.0 0.0 0.0 0.0 1.14 1. .00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 3 15,7 15.7 0.0 0.0 0.0 15.7 1 .14 1 .00 1.00 7...00 1.14 1.00 1.00 1 .00 1.00 1 .00 4 15.5 0.0 0.0 0.0 0.0 15,5 1.00 1.00 1.00 1.00 1.14 1 .00 1.00 1.00 1.00 1.00 RExt 0.0 1.3 1.3 1. 3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.20 1.00 LOAD :D 16 : Dead Collatera:1+Snow-YAT SL 2 ANALYSIS: ._. Shear(k )__._...____ .......___Moment.(f-k )--- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.12 0.00 0.02 0.667 0.08 1 0.69 -0.68 0.08 -2.62 7.81 0.00 2 0.69 -S. 69 0.00 -2.72 7.83 0.00 3 0. 69 -0.69 0.00 -2.72 7.83 0.00 4 0.39 -0.40 0.00 -1.50 7.65 0.08 RExt 0.10 0.00 0.08 0.32 0.67 2.00 STRENGTH/DEFLECTION: 269 Bay -------Shear (k )----- -----Moment (f-k ) ----- -Mom+Shr- Deflect (in.) Id Lou Calm Limit UC Loc Calc Limit UC hoc UC Calc Limit :,Erc RSup -0.12 3.68 0.03 RSup 0.08 3.51 0.02 RSup 0.04 0.07 1 LSup 0,69 3. 68 0.19 MidS -2.62 3.51 0.75 LSup 0. 19 -0.27 0.78 2 ;.Sup 0.69 3.68 0.19 MidS -2.72 3.51 0.75 LSup 0,00 -0.29 0.78 3 LSup 0,59 3.6E 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 4 RSup -0.40 3. 68 0.11 MidS -1 .50 3.51 0.43 RSup 0.1.1 -0.14 0.78 RExt LSup 0, 10 3.68 0,03 LSup 0.08 3.51 0.02 '.Sup 0.04 0.04 UNBRACEO LENGTH Bay Major Minot(ft) ________ _ ____ __-C6 ______Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1,3 1. ,3 1..3 1.3 1.3 1.3 2.30 2 .3C 2 .30 2.30 2 .30 1.-00 1 .00 1.00 1.00 1.00 1 5 15.5 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1 .00 1 ,00 1..00 1.00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1 .14 1.00 1.00 1 .10 1.00 1.,00 1.00 1.00 1.00 1 .20 3 15.7 15.7 0.0 0.0 0.0 1.5.7 1.14 1.00 1.00 1.00 1. 14 1 .00 1.00 1.00 1 .00 1.00 4 15.5 15,5 0.0 0.0 0.0 15.5 1.14 1.00 1.00 1.00 1. 14 1.00 1.-00 1.00 1.00 1.00 RExt 0.0 1. .3 7. .3 1.3 1.3 1.3 2.29 2.29 2.29 2 .29 2.29 1.00 1.00 1.00 1.00 1 .00 LOAD ID 17 : Dead+Col.lateral+2.0PAT LL 1 ANALYSIS: Shear Ot j ____....___ ___.____...____.__Moment (f-k ) ______________ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Lop Sap Sup LExt 0.00 -0.03 0 .00 0.00 0.67 0.01 1 0.41 -0.41 0.01 -1.57 7.77 0.00 2 0.41 -0.41 0.00 -1.61 7.83 0.00 3 0.10 -0.10 0.00 -0.41 7.83 0.00 4 0.10 -0.10 0,00 -0,40 7.70 0.01. RExt C.02 0.00 0.01 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay ------Shear(k k Moment(f--k ) ----- -Moe:+Shr- Deflect(in) Id Loc Calc Limit DC Loc Calc Limit 0C Lac DC Calc Limit LExt RSup -0,03 3. 68 0.01 RSup 0.01 3.51 0.00 LSup 0.00 0.34 _ LSup 0.41 3.68 0.11 MidS -1.57 3.51 0.45 LSup 0.00 -0. 15 0.78 2 LSup 0,41 3.68 0.11 MidS -1.61 3.51. 0.46 LSue 0.00 -0.15 0.78 3 LSup 0.10 3.68 0.03 MidS -0 ,41 3.51 0.12 LSup 0,00 0.00 0.78 4 RSup -0.10 3.68 0.03 MidS -0.40 3.51 0.17. LSup 0.00 0.00 0,78 RExt LSup 0,02 3. 68 0.00 LSup 0.01 3.51 0.00 LSuc 0 .00 0.00 UMBRA= LENGTH: Bay Major --___-,.-Minor(ft) _ Oh __-___-Moml/Morn2-__-__ Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2 ,30 7. .00 1.00 1.00 1.00 1.00 1 15,5 15.5 0.0 0.0 0.0 15.5 1.14 1.0C 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1,00 1 ,00 1.00 1.00 1.00 1.00 1.00 3 13.7 0.0 0.0 0.0 0.0 0.0 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 4 15.5 15.5 0.0 C.0 0.0 15.5 1.14 1 .00 1 .00 1,00 1 ,14 1.00 1.00 1.00 1.00 1.00 RExt 0.0 7..3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2. 30 1.00 1.00 1.00 1.00 1.00 270 LOAD ID 18 : Dead+Gollarera1+2.0PAT LL 2 ANALYSIS: Shear(k )-- Moment (f-k ) ._..__ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -C.02 0.00 0.00 0. 67 0.01 1 0.10 -0.10 0.01 -0.40 7.80 0.0C 2 0.41 -0.41 0.00 -1.61 7.93 0.00 3 0.41 -0.41 0.00 -1.61 7.83 0.00 4 0,10 -0.10 0.00 -0.40 7.70 0.01 RExt 0.02 0.00 0.01 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay -.... ____..._ Id Loc GalsY Limit UC Loc--Mo Calc (limit UC-k ) oom+Sh os UC Deflect (in) cliimit LExt RSup -0 .02 3.66 0.00 RSup 0.01 3.51 0.00 LSup 0.00 3.00 1 LSup 0.10 3.68 0.03 MidS -0.40 3.51 0.11 LSup 0.00 0.05 0.78 2 LSup 0 .41 3.68 0. 11 MidS -1.61 3,51 0.46 LSup 0.00 -0.15 0.78 3 LSup 0.41 3.68 0.11 MidS -1. 61 3.51 0.46 LSup 0.00 -0.15 0,78 4 RSup -0 .10 3. 68 0. 03 MidS -0.40 3.51 0.11 LSup 0.00 0.00 0.78 RExt LSup 0.02 3. 68 0.00 LSup 0.01 3.51 0.00 LSup 0.00 0.00 UNBRACED LENGTH: Bay Major -------Minor(ft) Cb -- Mom1/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLep MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.32 2.30 2 .30 2 .30 1.00 1. 00 1 .02 1.0C 1. 00 1 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1 .00 1.00 1,00 1.14 1.00 1.00 1. 00 1.00 1 .00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 3 15.7 15.7 0.0 0.0 0.0 15.7 1.14 1.00 1 .00 1.00 1.14 1,00 1.00 1.00 1 ,00 1.00 4 15.5 15(5 0.0 0.0 0.0 15.5 1.14 1.00 1.00 1.00 1.14 1.0.0 1.00 1.00 1.00 1.00 RExt 0.0 1.3 1.3 1.3 1.3 '.3 2.30 2.30 2 .30 2 .30 2.30 1.00 1.00 1 .00 1.30 1.00 LOAD ID 1.9 : Dead+Coilatera1+2.0RAT IL 3 ANALYSIS: - Shear(:k )--0000-- Momen't (f-k ) Bay Left Left Right Right Left Left MidSpan 3i.ght Right Id Sup lap Lap Sup Sup Lap Mom roc Lap Sup "LExt 0.00 -0.02 0. 00 0.00 0.67 0.01 1 0.10 -0.10 0,01 -0.40 7.80 0.00 2 0.10 -0.10 0. 00 -0.41 7.83 0.00 3 0.41 -0.41 0.00 -1.61 7.83 0.00 4 0.41 -0.41 0.00 -1.57 7.73 0.01. RExt 0.03 0.00 0.01 0.00 0. 67 0.00 STRENGTH/DEFLECTION: Bay --------Shearik 1 Moment(£-k ) -Mom+Shr- Deflect(in) Id Loc Gals- Limit UC Los Calc Limit UC Lor UC Calc Limit 271 LExt RSup -0.02 3. 68 0.00 RSup 0.01 3.51 0 ,00 LSup 0.00 0,00 7. LSup 0.10 3.68 0.03 MidS -0.40 3.51 0.11 LSup 0.05 0,00 0.78 2 RSup -0.10 3.68 0.03 MidS -0.41. 3.51 0,12 LSup 0.00 3.00 0.78 3 LSup 0.41 3.68 0.11 MidS -1.61 3.51 0.46 LSup 0.00 -0.15 0.78 4 RSup -0.41 3.68 0.11 MidS x.57 3,51 0,45 LSup 0.00 -0. 15 0.78 RExt `_.Sup 0.03 3. 68 0.01 LSup 0.01. 3.51 0.00 ]:Sup 0.00 0.04 UNBRACED LENGTH: Bay Major -------Minor(ft) Ch___________ ___....____Moml/Mom2____ Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS BLan RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.3G 1.00 1.00 1.06 1.00 1 .00 7. 1.5.5 15.5 0.0 0 .0 0.0 15,5 1.14 1.00 1. .00 1.00 1. 14 1.00 1.00 1 .00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 15.7 15.7 0.0 0.0 0.0 151.14 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 4 15.5 0.0 0.000 0.0 15.5 1.00 1 .00 1 .00 1.00 1.14 1.0D 1.00 1 .00 1 .00 1 .00 RBxt 0.0 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2,30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LOAD tO 20 : Dead+Collateral.+2.0PAT LL 4 ANALYSIS: Shear(k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0. 03 0.00 0.30 0. 67 0.01 1 0.41 -0.41 0.01 -1.57 7.77 0.00 2 0.10 -0.13 0.00 -0.41 7,83 0.00 3 0.41 -0.41 0.00 -1.61 7 ,83 0.00 4 0. 10 -0.10 0.80 ...0.40 7,70 0.01 RExt 0.02 0.00 0.01 0.00 0. 67 0 .00 STRENGTH/DEFLECTION: Bay ---------Shear(k ) Moment(f-k ) ----- -Mom+Shr- Deflect (in) Id Loc Cale Limit UC Loc Cale Limit UC IdsCC Calc Limit LExt RSup -0.03 3.68 0.01 RSup 0.01 3.51 0,07 LSup 0.00 0.04 1 LSup 0.41 3.68 0. 11 MidS -1 .57 3.51 0,45 LSup 0.30 -0.15 0.78 2 RSup -0.10 3.68 0.113 MidS -0.4::. 3.51 0.12 LSup 0.00 0.00 0.78 3 LSup 0.41 3.68 0.11 MidS -1. 61 3.51 0.46 LSup 0.00 -0. 15 0.78 4 RSup -0.10 3.68 0.03 MidS -0.40 3,51 0.11 LSup 0.00 0.00 0.78 RExt LSup 0.02 3.68 0.90 LSup 0.01 3,51 0.00 LSup 0.00 0,00 UNBRACED LENGTH: Bay Major _______Minor(2t) -... ..._ _._ Cb _Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup :Lap MidS RLap RSup LExt 1.3 1.3 1.3 1 .3 1.3 1.3 2 .30 2.30 2.30 2.33 2.30 1.00 1.00 1 .00 1.00 1.00 1 15.5 15.5 0,0 0.0 0,0 15.5 1.14 1 .00 1.00 1.00 1.14 1.00 1.00 1,00 1.00 1.00 2 15.7 15.7 0.0 0,0 0.0 0,0 1.14 1 .00 1.00 1.00 1.00 1.00 1.00 1 ,00 1.00 1.00 3 15.7 15.7 0.0 0.0 0.0 15.7 1.14 1 .03 1 .03 11.00 1.14 1 .00 1. 00 1.00 1.00 1.00 4 15.5 15.5 0.0 0.0 0,0 15.5 1.14 1.30 ,.00 1.00 1.14 1.00 1.0C 1.00 1.00 1.00 RExt 0.0 1.3 1.3 1.3 1.3 1.3 2 .30 2.30 2.30 2.30 2.30 1.00 1.00 1,00 1.00 1.00 LOAD ID 21 : Dead+Collateral.+2.OPAT LL 5 272 ANALYSTS: Shear(k } _ .. Moment(f-k }__._ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Los Lap Sup LExt 0.00 -0.02 0.00 0.00 0.67 0.01 1 3.10 -0.10 0.01 -0.40 7.80 0.00 2 0.41 -0.41 0.00 -1. 61 7.63 0.00 3 0.10 -0.10 0.00 -0.41. 7.83 0. 00 4 0.41 -0.41 0.00 -1.57 7.73 0.01 RExt 0.03 0.00 0.01 0.0C 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k )------- ----Moment (f-:k ) -Mom+Shr.- Defleot(in) Id Lon Calc Limit 00 Loc Calc Limit UC Loc 30 Gals Limit LExt RSup -0.02 3.68 0.00 RSup 0.01 3.51 0.00 LSup 0.00 0. 00 1 .LSup 0.10 3.68 0.03 MidS -0.40 3.51 0.11 LSup 0.00 0.00 0.78 2 LSup 0.41 3. 68 0.11 MidS -1.61 3.51 0.46 LSup 0.00 -0.15 0.78 3 LSup 0. 10 3.68 0.03 MidS -0.41 3.51 0.12 LSup 0.00 0.00 0.78 4 RSup -0.41. 3.68 0.11 MidS -1.57 .1.51 0.45 LSup 0.00 -0.15 0.78 RExt LSup 0.53 3.68 0.01 LSup 0.01 3.51 0.00 LSup 0.00 0.04 CNBRACTD LENGTH: Bay Major -------Minor(ft) Cb - --Moml/Mon2' Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLan RSup LSup LLap MidS Kap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2 .30 2.30 1.00 1.00 1.00 1 .30 1 .00 1 1.5.5 15.5 0.0 0.0 0. 0 15.3 1.14 1 .00 1. 00 1.00 1.14 1 .00 1.00 1.00 1.00 1 .00 2 15.7 15.7 3.0 0.0 0.0 0.3 1.14 1.00 1.00 1 .00 1.00 1.00 1.0E 1.00 1.00 1.00 3 15.7 0.0 0.0 0.0 0.0 0.0 1.00 1.00 1.30 1.00 1.00 1 .00 1 .00 1.00 1.00 1.00 4 15.5 0.0 0.0 0.0 0.0 15.5 1.00 1.00 1.00 1 .00 1.14 1.00 1.00 1.00 1.00 1.00 RExt 0.0 1 .3 1.3 1.3 1 .3 1..3 2.30 2.30 2 .30 2.30 2.30 1 .00 1.00 1 .00 1.00 1.00 LOAD ID 22 : Dead+Collateralt1.2GNB SL ANALYSIS: _... Shear (k 2 --.....-____ ..... Moment(f-k }-...... Bay left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.14 3.00 0.02 0. 67 0.09 1 0.81 -0.80 0.09 -3.07 7.81 0.00 2 0.81 -0.81 0.30 -3.18 7.83 0.00 3 0.81 -0.81 0.00 -3.18 7.83 0.00 4 0.80 -0.81 0.00 -3.07 7.69 0.09 RExt 0.14 0.00 0.09 0.02 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) ------ Moment(f-k ) -Mom+Shr- Deflect(in) Id Lon Calf Limit UC Loc Calc Limit UC Loc CC Calc Limit LExt RSup -C.14 3.68 0.04 RSup 0.09 3.51 0.03 RSup 0.05 0.09 1 LSup 0.81 3.68 0.22 MidS -3.07 3.51 0.88 "(Sup 0.22 -0.33 0.78 2 LSup 0.81 3. 68 0.22 MidS -3.18 3.51 0.91 LSup 0.00 -0.35 0.78 273 3 LSup 0.81 3. 68 0.22 MidS -3.18 3.51 0 .91 LSup 0 .00 -0.35 0,78 4 RSup -0.81 3.68 0.22 M1aS -3.07 3.51 0,88 RSup 0.22 -0.33 0.78 RExt LSup 0.14 3.68 0.04 LSup 0.09 3.51 0.03 LSup 0.05 0.09 UNBRACED LENG^_H: Id (ft) ..,Sup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1Sup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 1. 15.5 15.5 0.0 0.0 0.0 15.5 1. 1A 1.00 1.00 _.00 1.14 1.00 1.00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1 ,14 1.00 1.00 1. .00 1 .00 1.00 1.00 1.00 1.00 1.00 3 15.7 15.7 0.0 0.0 0.0 15,7 1,14 1.00 1.00 1.00 1.14 1.00 1.00 1.00 7.00 1.00 4 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1.00 1,00 1.00 1..14 1.00 1.00 1.00 1.00 1.00 RExt. 0.0 1.3 1.3 1.3 1.3 1. 3 2. 30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1,00 1,00 T16-203 Eave Strut, Longitudinal Load(Wa11= 4) 6/21/16 3:35pm -------------- Wall Bay Eave load ---Axial (.-< I --- --Moment (f-k )-- Axl+Mom Max Id Id Part Id Cala Limit UC Calc limit UC 50 KL/r 4 4 8ES4L14 13 0.41 11.24 8.04 -1.80 3.51 0.51 0.55 58 14 -0.29 39.05 0.01 -1.80 3.51 0.51 0.50 55 15 0. 41 11..24 0.04 -1,80 3.51 0.51 0.55 55 16 -0.29 39.05 0.01 -1,80 3.51 0.51 0.50 58 17 0.41 11.24 0.04 -1 .80 3.51 0.51 0.55 58 18 -0.29 39.05 0.01 -1.80 3.51 0.51 0.53 58 19 0.41 11 .24 0.04 0. 61 3.15 0. 19 0 .23 58 20 -0.29 39.05 0.01 0.61 3.15 0.19 0, 19 58 21 0.38 13.49 2.03 -0.41 4.21 0.10 0.13 58 22 0.29 13.49 0.02 -1 .27 4.21 0.30 0.32 58 23 0.98 13.49 0.02 -1,25 4.21 0 .30 0.32 58 24 0,28 13.49 0.02 -1.25 4.21 0.30 0.32 58 25 0.28 13.49 0.02 -1.25 4.21 0.30 0.32 58 26 0.38 13.49 C.03 -0.91 4 .21 0.05 0.08 58 4 3 8E84114 13 2.04 11.21 C.18 -1.86 3.51 0.53 0.73 58 14 2.07 11.21 0.18 -1 .86 3.51 0.53 0.74 58 15 2.04 11.21 0.18 -1.86 3.51 0.53 0.73 58 i 16 2.07 11.21 0.18 -1.86 3.51 0.53 0.74 58 17 2.04 11.21 0.18 -1.86 3.51 D.53 0.73 58 18 2.37 11 .21 0.18 -1.86 3.51 0.53 0.74 58 19 2.04 11.21 0.18 0. 63 3.11 0.20 0.39 58 23 2.07 12.21 0.18 0,63 3.11 0.20 0.40 58 21 4.79 13.46 0.36 -0.42 4 .21 0.10 0.49 58 22 3.56 13.46 0.26 -1 .32 4.21 0.31 0.60 58 23 3.56 13.46 0.26 -1.30 4.21 C.31 0. 59 58 24 3. 56 13.46 0.26 -1,30 4.21 0.31 0.59 58 25 3.56 13.46 0.26 -1.30 4.21 0.31 0.59 58 26 4 .79 13.46 0.36 -0,22 4.21 0.05 0.44 58 4 2 8E84114 13 -0.31 39.05 0.01 -1.86 3.51 0.53 0.52 58 14 0.44 11.21 0.04 -1.86 3.51 8.53 0.57 58 15 -0.31 39.05 0.01 -1 .86 3.51 0.53 0.52 58 18 0.44 11.2i 0.04 -1 ,86 3.51 0.53 0.57 58 17 -0.31 39.05 0.01 -1.86 3.51 0.53 0.52 58 18 0.44 11.21 3.04 -1.86 3.51 0.53 0.57 56 19 -0.31 39.05 0 .01 0. 63 3.11 0.20 0.20 59 20 0.44 11.21 0.04 0.63 3.11 0.20 0.24 58 274 21 0.75 13.46 0.06 -0.42 4,21 0.10 0.16 58 22 0.55 13.46. 0.04 -1.32 4 .21 0.31 0.36 58 23 0.56 13.46 0.04 -1.30 4.21 0.31 0.35 58 24 0.56 7.3.46 0.04 -1.30 4.21 0.31 0.35 58 25 0.56 13.46 0.04 -1.30 4.21 0.31 0.35 58 26 0.75 13.46 0.06 -0.22 4,21 0.05 0.11 58 4 1 9ES4L14 13 -0.31 39.05 0.01 -1.80 3.51 0.51 0.50 58 14 0.44 11.24 0.04 -1.80 3.51 0.51 0.55 58 15 -0.31 39,05 0.01 -1.80 3.51 0.51 0.50 58 16 0.44 11. .24 0.04 -1 .80 3.51 0.51 0.55 58 17 -0.31 39.05 0.01 -1.80 .3.51 0.51 0.50 58 18 0.44 11.24 0.94 -1.80 3.51 0.51 0.55 58 19 -0.31 39.05 0.01 0.61 3.15 0.19 0.19 58 20 0.44 11.24 0. 04 0.61 3.15 0.19 0.23 58 21 0.38 20,49 0.03 -0.41 4 .21 0.10 0.13 58 22 0.29 13.49 0.02 -1.27 4 .21 0.30 0.32 58 23 0.29 13.49 0.02 -1.25 4.21 0.30 0.32 58 24 0.29 1.3.49 0.02 -1.25 4.21 0.30 0.32 58 25 0.29 13.49 0.02 -1.25 4 .21 0.30 0.32 58 26 0.38 13.49 0.03 -0.21 4 .21 0.05 0.08 58 T16-203 Eave(Wa11= 4) 6/21/16 3:35pm RAMS STRUT Wall Id - 4 LAYOUT: Available Design Reduction Bay Length --Lap(ft)-- Load No. 6o. Unit Total Factor Id Part (ft) Left Right Width ?Race Row Weight Weight Out In LExt 8E841.14 1.33 2.17 0 1 5.4 5.4 0.00 0.65 4 8E545.14 15.50 2.17 0 1 62.5 62.5 0.00 0.65 3 8E84114 15. 67 2.17 1 63.2 63.2 0.00 0. 65 2 BES4L14 15.67 2.17 0 1 63.2 63.2 0.00 0.65 1 8Ee4L14 15.50 2.17 0 1 62_5 62.5 0.00 0.55 RExt 8E841,14 1.33 2.17 0 1 5.4 5.4 0.00 0.85 Total( ,b)= 262 .0 2urlin DL= 1.86 (psf ) LOAD ID 1 : Dead-Collateral+'Live ANALYSIS: Shear (k )________ _._... ._..._-Moment (f-k (- Bay Left Left Right Right Left Left. MidSnan Right Right Id Sup Lap Lap Sup Sup hap Mom Loc Lap Sup LExt 0.00 -0.07 0.00 0.01 0.67 0.05 4 0.41 -0.40 0.05 -1.55 7.81 0.00 3 0.41 -0.41 0.00 -1.61 7.83 0.00 275 2 0.41 - 0.47. 0.00 -1561 7 .83 0.00 1 0.40 -0.41 0.00 -7. .55 7.69 0.05 RExt 0,07 0.00 0.05 0.01 0. 67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k ) ------ -----Moment ('-k ) ----- -Mom+Shr- Deflect(in) Id Lao Oslo Limit DC Lac Calc Limit UC Ira DC Ca7.o Limit LExt RSup -0.07 3.68 0.02 RSup 0.05 3.51 0.01 RSup 0.02 0,04 4 LSup 0.41 3.68 0.11 MidS -1 .55 3.51 0,44 LSup 0.11 -0.14 0,78 3 LSup 0.41 3.68 0.11 MidS 1.61 3.51 0.46 LSup 0.00 -0.15 0.78 2 RSup -0.41 3.68 0.11 MidS -1. 61 3.51 0.46 LSup 0.00 -0.15 0.78 7. RSup -0.41 3.68 0.11 MIdS -1.55 3.51 0.44 RSup 0.11 -0. 14 0.78 RExt LSup 0.07 3.68 0.02 LSup 0.05 3.51 0.01 LSup 0.02 2.04 UNBRACED LENGTH: Bay Major Minor(ft) --------Cb-" ---...----Mon-1/Mom2.... Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2 .30 2...30 1.00 1.00 1.00 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 0,0 1.14 1.00 7..00 1.00 1.00 1.00 1.00 1,00 1.00 1 .00 3 15.7 15.7 0.0 0.2 0.0 0.0 1.14 1.00 1 .00 1600 1.00 1 .00 1.00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1 .14 1.30 1.00 1 .00 1 .00 1.00 1 .00 1.00 1 .00 1 .00 1 15.5 15.5 0.0 0.0 0 ,0 15.5 1.14 1 .00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1,00 RExt 0.0 1.3 1.3 1 .3 1.3 1.3 2.30 2.30 2 .30 2.30 2.30 1 .00 1.00 1.00 1.00 1,00 LOAD ID 2 : Dead+Collateral+Snow ANALYSTS: Shear(k )--.._____... Moment (`-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Los Lap Sup 'Ext 0.00 -0. 12 0.00 0.02 0. 67 0.08 4 0.69 0.68 0.08 -2.62 7. 81 0.00 3 0.69 -0.69 0.00 -2.72 7 ,83 C.00 2 0.69 -0.69 0.00 -2.72 7.83 0.00 1 0. 68 -0. 69 0.00 -2.62 7 .69 0,08 RExt. 0.12 0.00 0.08 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay __...-__Sheari3 } ._____- ___- Moment,(f-:k 7 _____ ..Morn Sh_- De`_iect (1n) Id. Loc Calc limit DC Acc Calc Limit DC Los DC Calc Limit LExt RSup -0.12 3.68 0.03 RSup 0.08 3.51 0.02 RSup 3.04 0.07 4 LSup 0.69 3.68 0.19 MidS -2.62 3.51 0 .75 LSup 0.19 -0.27 C.78 3 LSup 0.69 3.68 0.19 MIdS -2.72 3.51 0.78 :.:Sup 0.00 -0.29 0.78 2 RSup -0.69 3.68 0.19 MidS -2 .72 3.51 0.78 LSup 0.00 -0.29 0.78 1 RSup -0.69 3.68 0.19 MidS -2.62 3.51 0.75 RSup 0.19 -0,27 0.78 RExt LSup 0.12 3.68 0.03 LSup 0.08 3.51 0.02 LSup 0.04 0.07 UNBRACED SENGT3: Bay Major -------Minor(ft) -------- -----------Cb --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt:: 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2 .30 2.30 1.00 1.00 1 .00 1.00 1.00 276 4 15.5 15.5 0.0 0.00 0.0 1.14 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1 .00 3 15,7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.30 1.00 1.00 1.O0 1.00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 15.7 1.14 1 .00 1.O0 1.09 1.14 1.00 1. .00 1.00 1.00 1.00 1 15.5 15.5 0.0 0,0 0.0 15.5 1.14 1.00 1.00 1.00 1.14 1.00 1,00 1 .00 1 .00 1.00 RExt 0.0 1.3 1.3 1.3 1 .3 1..3 2.30 2.30 2.30 2 .30 2.30 1.00 1.00 1.00 1.00 1.00 LOAD ID 3 : Dead+ColIateral+Snow+Snow Drift ANALYSIS: Shear(k )__._ .. Moment (£-k ) Bays Left Left Right Right Left Left MidSpan Right Right id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.12 0. 00 0.02 0. 67 0.0E 4 0. 69 -0. 68 0.08 -2. 62 7.81 0.30 3 0.69 -0.69 0.00 -2.72 7.83 0.00 2 0.69 -0.69 0.00 -2.72 7.83 0.00 1 0. 68 -0.69 0.00 -2 .62 7. 69 0.08 RExt 0.12 0.00 0.08 0.02 0. 67 0.00 STRENGTH/DEFLECTION: Moment f-ka ""-'"--- ( ) -Mom+Shr- De_lecC(ir.) Id Lou Calc Limit MC Lac Calc Limit UC Loc 00Caic Limit :.Ext RSup -0.12 3.68 0.03 RSup 0.08 3.51 0.32 PSup 0.04 0.07 4 LSup 0.69 3.68 0.19 Mich -2.62 3,51 0.75 ',`,Sup 0.19 -0.27 0.78 3 LSup 0. 69 3. 68 0.19 MidS -2 .72 3.51 0.78 LSup 0. 00 -0.29 0.78 2 R$up -0 .69 3.68 0. 19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 RSup -0. 69 3.68 0.19 MidS -2.62 3.51 0.75 RSup 0.19 -0.27 0.78 RExt _.Sup 9.12 3.68 0.03 LSup 0.08 3.51 0.02 LSup 0.04 0.07 UNBRACED LENGTH: Bay Major -------Minor(ft) __________Cb Moral/Mo R2 Id (ft) LSup LLap MidS RLap RSup LSup L:,ap MidS RLap RSup LSup Leap MidS Rids RSup LExt 1 .3 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 1 .00 1.00 1.00 1.00 1.00 4 15,5 15.5 0.0 0.0 0.0 0.0 1.14 1. .00 1 .00 1.00 1.00 1. 30 1.00 1.00 1.00 1.00 3 1.5.7 15.7 0.0 0.0 0.0 0.0 1.14 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.30 2 15,7 15.7 0.0 0.0 0.0 15.7 1.14 1.03 1.03 1.00 1.14 1.00 1.00 1.03 1.00 1.00 1 13.5 15.5 0.0 0,9 0.0 15.5 1.14 ' ,C,0 1.30 1 .00 1.14 1 .00 1.00 1.00 1.00 1.00 RExt 0.0 1 .3 1.3 1.3 1.3 1.3 2.3C 2.30 2.30 2 .30 2.30 1.00 1.00 1 .00 1.00 1.00 LOAD ID 4 : Dead+CUllateral+Snow+Sli.de Snow ANALYSIS; Shear(k ) __ Moment (f-k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup lap Mom hoc Lap Sup LExt 0.00 -0.12 0.00 0. 02 0.67 0.08 4 0. 69 -0. 68 0.08 -2. 62 7 .81 0.00 3 0.69 -0.69 0.00 -2 .72 7.83 0.00 2 0.69 -0.69 0.00 -2.72 7.83 5.00 1 0.68 -0.69 0.00 -2.62 7.69 0.08 RExt 0.12 0.00 0.08 0.02 0. 67 0.00 277 STRENGTH/DEFLECTION: Bay ------Shear (:k ) -----Moment (f-k )----- -Mom+Thr- Deflect (2 ) Id Loc Calc Limit UC Lee Calc Limit UC Loc UC Calc Limit LExt RSup -0.12 3.68 0.03 RSup 0.08 3.51 0.02 RSup 0.04 0.07 4 LSup 0.69 3.68 0.19 MidS -2.62 3.51 0.75 LSup 0.19 -0.27 0.78 3 LSup 0.69 3. 68 0.19 MIdS -2.72 3.51 0.78 LSup 0.00 -0.29 0.18 2 RSup -0. 59 3.69 0.19 MIdS -2.72 3.51 0.78 ..Sup 0.00 -0,29 0.78 1 RSup -0.69 3.63 0.19 MidS -2.62 3.51 0.75 RSup 0.19 -0.27 0.78 RExt LSup 0.12 3.68 0.03 LSup 0.08 3.51 0.02 LSup 0.04 0.07 UNBRACED LENGTH: Bay Major _-_ .__Minor :ft) Cb -______Moml/Mcm2..._______ Id. (ft) LSup LLap MidS RLap RSup LSup LLap MIdS RLap RSup LSup LLap MidS RLap RSup LExt. 1.3 1.3 1.3 1.3 1.3 1,3 2,30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1,00 1,00 4 15.5 15.5 0.0 C .0 0. 0 0.0 1 .14 1.00 1.00 1 .00 1.00 1.00 1.00 1 .00 1.00 1 .00 3 15.7 15.7 0.0 0.0 0,0 0.0 1,14 1,00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 2 1.5.7 15.7 0.0 0.0 0.0 15.7 1.14 1.00 1. .00 1.00 1.14 1.00 1.00 1.00 1 .00 1,00 1 15.5 15.5 0.0 0.3 0.0 15.5 1.14 1.00 1.00 1 .00 1.14 1.00 1.30 1 .00 1.30 1 .00 RExt 0.0 1 .3 1.3 1.3 1.3 1.3 2,30 2.30 2.30 2.30 2.30 1.00 1.30 1.00 1.00 1.00 LOAD ID 5 : 0.BDead+0.SCollaterai+0.33Live+1,O7Eind Fressurel ANALYSIS: _....____.___Shear(k ) _______1111 ..__-Moment(f-:C 2 -- B Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mum feu Lap Sup LExt 0.00 -0 .03 0.00 0.01 0. 67 0,02 4 0.36 -0.36 0.02 -1.40 7,78 0,00 3 0.37 -0.37 3.00 -1 .44 7 .83 0.00 2 0.37 -0.37 0.00 -1.44 7.83 0.00 1 0,36 -0.36 0.00 -1.40 7.72 0.02 RExt 0.03 0.00 0.02 0.01 0 . 67 C.00 STRENGTH/DEFECTION: Bay -- ----Shea.(k ( ----- ---Moment(f-'c )---- -Mom(.Shr- Reflect (in) Id Loci Cale Limit UC Loc Cale Limit UC Loc UC Cale Limit LExt RSup -0.03 3. 68 0.01 RSup 0.02 3.51 0.01 LSup 0.00 0.04 4 LSup 0.36 3.68 0.10 MidS -1.40 3.51 0,40 LSup 0.00 -0 .13 0.78 3 LSup 0.37 3.68 0.10 MidS -1.44 3.51 0.41 LSup 0.00 -0.14 0.78 2 LSup 0.37 3.68 0.10 MIdS -1.44 3.31 0.41 LSup 0.00 -3.14 .2,78 1 RSup -0.36 3.88 0.10 MidS -1 .40 3.51 3 .40 LSup 0.00 -0,13 0.78 RExt LSup 0.03 3.68 0.01 LSup 0.02 3.51 0,01 IS= 0.00 0.04 UNBRACED LENGTH: Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1.3 1,3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 4 15.5 15.5 0.0 0.0 C.0 15.5 1,14 1.00 1.00 1.00 1 .14 1.00 1.00 1.00 1.00 1.00 3 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.30 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 278 1 15.5 0.0 0.0 0.0 0.0 15.5 1.00 1.00 1.00 1..00 1. 14 1.00 1 .00 1.00 1 .00 1.00 RExt 0.0 1.3 1.3 1.3 1. 3 2.30 2.30 2.30 2,30 2.30 1.00 1.00 1.00 1 .00 1.00 LOAD ID 6 : 0.8Dead+0.8Co.ilateral+D,33Snow+.1.07Wind Pressurel ANALYSIS: ...... Shear(k )__... .___Moment(f-k ) ...-_ Bay Left :.eft Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0,00 -0.05 0.00 0.01 0.67 0.03 4 0.46 -0.45 0.03 -1.75 7.78 0.00 3 0.46 -0.46 0.00 -1.80 7.83 0.00 2 0.46 -0.46 0.00 -1.80 7.83 0.00 1 0.45 0,46 0.00 -1.75 7.72 0.03 RExt 3.05 0,00 0.03 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )----- Moment (f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit DC Loc Calc Limit UC Lac DC Calc Limit LExt RSup -0.05 3.68 0.01 RSup 0.03 3.51 0.01 ISup 0.00 0. 05 4 LSup 0.46 3.68 0.12 MidS -1.75 3.51 0.50 LSup 0.00 -0.18 0.78 3 RSup -0. 46 3. 68 0. 13 MidS -1 .80 3.51 0.51 LSup 0.00 -0.19 0.78 2 L5up 0. 46 3.68 0.13 MidS -1.80 3.51 0.51 ISup 0.00 -0.15 0.78 1 RSup -0.46 3.68 0.12 MidS -1.75 3.51 0.5C LSup 0.03 -0.18 0.78 RExt LSup 0. 05 3. 68 0.01. LSup 0.03 3.51 0.01 LSup 0.00 0.05 ❑NBRACED LENGTH: Bay Major _-_____Mino_(ft) _____Gb___.... Monl,/`Mom2......- Id (ft) LSup LLap NidS RLap RSup LSup LLap MidS RILap RSup :,Sup LLap MidS RLap RSup LExt 1..3 1 .3 1.3 1.3 1.3 1 .3 2.30 2.30 2.30 2.30 2.30 1 .00 1.00 1 .00 1.00 1 .00 4 15.5 15.5 0.0 0.0 0.0 15.5 1 .14 1.00 1 .00 1 .00 1.14 1 ,00 1,00 1.00 1.00 1.00 3 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1 .00 1.00 1.00 1.30 1.00 1.00 1.00 2 15.7 15 .7 0.0 0.0 0.0 0.0 1.I4 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 15,5 15.5 0.0 0.0 0.0 15.5 1.14 1.00 1.00 1,00 1 .14 1.00 1.00 1.0C 1 .00 1.00 RExt 0.0 1.3 1.3 1.3 1.3 1.3 2.30 2.3C 2.30 2.30 2.30 1.00 1.00 1.00 1. 00 1 .00 LOAD ID = : 3.BDead+O.6Co'_lacera1+0.33Snow+1.07Wind Pressure"_+0.335aew ANALYSIS: __... Shear (k )_____-_ _.... _._Moment(f-k ) ._... Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.05 0,00 0.01 C. 67 C.03 4 0.46 0.45 3.03 -1.75 7.78 0.00 3 0.46 -0.46 0.O0 -1.80 7.83 0.00 2 0.46 -0.46 0.00 -1.80 7 .83 0.00 1 0.45 -0.46 0.00 -1.75 7.72 0.03 RExt 0.05 0.00 0.03 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay --- ----Shear (k ) Monent(f-'k ) ----- -Mom+Shr- Deflect (in) 279 Id Loo Calc Limit OC Loc Calc. Limit UC Loc UC Calm Limit LExt RSup -0.05 3. 68 0.01 RSup 0.03 3.51 0.01 LSup 0.00 0.05 4 LSup 0.46 3.68 0.12 MIdS -1.75 3.51 0.50 LSup 0.00 -0.18 0.78 3 RSup -0.46 3. 68 0.13 MIdS -1. 80 3.51 0.51 LSup 0.00 -0.19 0.78 2 LSup 0.46 3.68 0.13 MidS -1.80 3.51 0.51 LSup 0 .00 -0.1.9 0 .78 1 RSup C.46 3. 68 0.12 MidS -1.75 3.51 0.50 LSup 7.00 -0.18 0.78 RExt LSup 0.05 3.68 0.01 LSup 0.03 3.51 0.01 LSup 0.00 0.05 ONBRACED LENGTH: Bay Major _______Minor(ft)-_______ Ob__..________ ___..____Moml/Mom2____--_ Id (ft) LSup LLap MidS RLap RSup LSup =,Lap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.03 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1.00 1 ,00 1.00 1.14 1 .00 1.00 1.00 1.00 1.00 3 15.7 15.7 0.0 0.0 0,0 0,0 1. 14 1 .00 1.00 1.00 11.00 1.00 1.00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0 .0 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1 .00 1 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1.00 1. .00 1 .00 1.14 1 .00 1.00 1.00 1.00 1.00 RExt 0.6 1.3 1.3 1.3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1,00 1 .00 LOAD ID 8 : 0.BDead+0.8Collateral+0.'33Saota+1,07wind pressure'-+4,33511de ANALYSIS: Shear(k )------- --------------Moment (f-k ) Say Left Left Right Right Left Left Midspan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt. 0.00 -0.05 0.00 0.01 0 .67 0.03 4 0.46 -0.45 0.03 -1.75 7 .78 0.00 3 0.46 -0.46 0.00 -1.80 7.83 0.00 2 0.46 -0.46 0.00 -1.80 7 ,83 0.00 1 0.45 -0.46 0.00 -1.75 7 .72 0.03 RExt:. 0.05 0.00 0.03 3.01 0.67 0.00 STRENGTH/DEFLECT/ON: Bay -Shear(k )------ -----Momect (f-k )----- -Mom+Shr- Deflect(in) Id Loc Cale Limit OC Loc Cala Limit UC Lou DC Calc Limit LExt RSup -0.05 3.68 0.01 RSup 0.03 3.51 0.01 LSup 0.00 3.05 4 LSup 0.46 3.68 0.12 MidS -1.75 3.51 0.30 :.Sup 0.00 -0. 18 0.78 3 RSup -0.46 3.68 0.13 MidS -1.80 3.51 0.51 ISup 0.00 -0 ,19 0 .78 2 LSup 0.46 3.68 0. 13 MidS -1.80 3.51 0.51 LSup 0.80 -0.19 0.78 1 RSup -0.46 3. 68 0.12 MidS -1.75 3.51 0.50 LSup 0.00 -0,18 0.78 RExt LSup 0.05 3.68 0 .01 LSup 0.03 3.51 0.01 LSup 0.00 0.05 UNERACES LENGTH: Hay Major ------Minor(ft) Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RIap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1. 1.3 1.3 1.3 2 .30 2 .30 2.30 2 .30 2.30 I.00 1.00 1.00 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1..00 1.00 1.00 1.14 1 .00 1.00 1 .00 1.00 1 .00 3 15.7 15.7 0.00 0.0 `0 '1 0.0 1.14 1.00 1.00 1.0 .00 1.00 1.00 1.00 1,00 1.00 215.' 15.7 0.0 0,0 0.0 0.4 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1 15.5 15.5 0.0 0.0 3.0 15.5 1.14 1.00 1,00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 RExt 0.0 1 .3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1,00 280 LOAD ID 9 : 0.6OeadWind Suctionl ANALYSIS: Shear(k ) Moment (f-y ) --- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loo Lap Sup LExt 0.00 0.13 0.00 -0.02 0.67 -0.08 4 -0,49 0.39 -0.08 1.53 7. 62 0.00 3 -0.38 0.38 0,00 1.49 7.83 0.00 ....0.38 0.38 0.00 1.49 7.83 0.00 1 -0.39 0.49 0.00 1.53 7.88 -0.08 RExt -0,13 0.00 -0.08 -0.02 0. 67 0.00 STRENGTH/DEFLECTION: Bay Shearik )---- -- ----Moment(f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit 0C Loc Calc limit 0C Loc OC Calc Limit LExt RSup 0.13 3. 68 0.03 RSup -0.08 3.51 0.02 RSup 0.04 -0.06 4 LSup -0.49 3.68 0.13 MidS 1.33 3.14 0.49 LSup 0.13 0.22 0.78 3 LSup -0.38 3.68 2.10 MidS 1.49 3.11 0.48 1Sup 0.00 0.22 0.78 2 LSup -0,38 3.68 0.10 MidS 1.49 3.11 0.48 LSup 0.00 0.22 0.78 1 RSup 0.49 3.68 0.13 MidS 1.53 3.14 0.49 RSup 0. 13 0.22 0.78 RExt LSup -0.13 3. 68 0.03 LSup -0.08 3.51 0.02 LSup 0.04 -0.06 UNBRACED LENGTH: Bay Major -----Minor (ft) Cb Momi/Mon2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 0.0 0.0 0.0 0.0 2.30 1.00 1.20 2.00 1.00 1.00 1.00 1.00 1.00 1.00 4 15.5 0.3 15.5 15.5 15.5 15,5 1.00 1.13 1.13 1 .13 1.13 LOU 1 .00 1.30 1.00 1 .00 3 15.7 15.7 15.7 15.7 15.7 15.7 1.14 1.14 1.14 1.14 1 .14 1 .00 1.00 1.00 1.00 1.00 2 15.7 15,7 15.7 15.7 15.7 15.7 1.14 1.14 1.14 1. ,14 1.14 1 .00 1.00 1 .00 1 .00 1.00 1 15.5 15.5 15.5 15,5 15.5 0.0 1.13 1 . 13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 RExt 0.0 0.0 0.0 6.0 0.0 1.3 1.00 1.03 1.00 1.00 2.30 1.00 1.00 1.00 1.00 1.00 LOAD ID 13 : Deadt0oilateral+Snow/2+PAT SL 3 ANALYSIS: _.... ShearCc )--..... Mcmenf (f-:k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.08 0.60 0.01 0.67 0.05 4 0.69 -0.68 0.05 -2 .64 7.78 0.00 3 0. 69 -0.69 0.00 -2.72 7.83 0.00 2 0.40 -0.40 0.00 -1.57 7.83 0.00 1 0.39 -0.40 0.00 -1.51 7.69 0.04 RExt 3.07 0.00 0.04 0.01 0.67 6.00 3TRENGTE/DEFLECTION: Bay -------Shear (k )----- Moment(f-k ) -Mom-Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc OC Calc Limit LExt RSup -0. 08 3.68 0.02 RSup 0.05 3,51 0.01 RSup 0.03 0.08 281 4 LSup 0.69 3.68 0. 19 MidS -2.64 3.51 0.75 LSup 0.19 -0.28 0.78 3 LSup 0.69 3.68 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.7S •a 2 LSup 0.40 3.68 0.11 MidS -1 .57 3.51 0.45 LSup 0.00 -0 .15 0.78 1 RSup -0,40 3. 68 0.11 MidS -1.51 3.51 0.43 RSup 0.7.: -0.14 0.78 RExt LSup 0,07 3.66 0.02 LSup 0.04 3.51 0 .01 LSup 0.02 0.04 UNBRACED LENGTH: Bay Major _Minor(ft)-____-_ CO __.__ MorA/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLao RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 4 1.5.5 15.5 0.0 0.0 0.0 0.0 1.14 1..00 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 3 15.7 155.7 0.0 0.0 0.0 1.5.7 1.14 1 .00 1 .00 1.00 1.1.4 1.00 1 .00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0 .0 0.0 1.14 1.00 1.03 1.00 1 .00 1.00 1.00 1.00 1 .00 1.00 1 15.5 0.0 0.0 0.0 0.0 15.5 1 .00 1.00 1 .00 1 .00 1 ,14 1.00 1. .00 1.00 1 .00 1.00 RExt 0.0 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.90 1.30 1.00 LOAD ID 11 : Dead-Collateral+Snow/2+PAT SL 4 ANALYSIS: Shear(k _ -' Moment(f-k / - Bay -Bay Le"t Left Right Right left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.07 0.00 0.01 0.67 0.04 4 0.40 -0.39 0.04 -1 .51 7.31 0.00 3 0.69 -0. 69 0.00 -2,72 7 .83 0.00 2 0.69 -0. 69 0.00 -2.72 7.63 0.00 1 0.39 -0.40 0.00 -1.51 7.69 0.04 RExt 0.27 0.00 0.04 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k )------ --- Moment (f-k )----- -Mom+Sh.r - Deflect (in) Id :loo Calc Limit CC Lpc Caic Limit UC Loc UC Calc Limit LExt RSup -0.07 3. 68 0 .02 RSup 0.04 3.51 0.01 RSup C 02 0.04 4 LSup 0.40 3. 68 0.11 MGd7 -1.51 3.51 0.43 LSup 0.11 -0.14 0.78 3 LSup 0.69 3.68 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 2 RSup -0.49 3.68 0. 19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 1 RSup -0.40 3.68 0.11 MidS -1.51 3.51 0.43 RSup 0.1.1 -0.14 0.78 2Ext LSup 0.07 3.68 0.02 LSup 0.04 3.51 0.01 LSup 0.02 0.04 UNBRACED LENGTH: Bay Major --....._--Minor(it)____.......__ _____._ Cb... _....... .._Mom1 Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LIap MidS RLap RSup LSup L=ap MicS RLap RSup lExt 1.3 1. .3 1.3 1 .3 1.3 1.3 2.30 2.30 2.30 2.30 2 ,30 1 .00 7...00 1.00 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 7_5.5 1 .14 1.00 1 .00 1 .00 1.14 1.00 1 .00 1.00 1.00 1.00 3 15.7 15.1 0.0 0.0 0.0 15.7 1.14 1.00 1.00 '_.CO 1.14 1.00 1.00 1.00 1.00 1.40 2 15.7 15.7 0.0 0.0 0.0 0.0 1,14 1.00 1.00 1.00 1 .00 1 .00 1.00 1.00 1,00 1.00 1 15.5 0.0 0.0 0.0 0.0 15.5 1.00 1.00 1 .00 1.00 1.14 1.00 1..00 1.00 1.00 1.00 RExt 0.0 1 .3 1.3 1 .3 1 .3 1 .3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1..00 1.00 LOAD ID 12 : Dead+Col=ateral+Snow/2tPAT SL 5 282 ANALYSIS: Shear(k I ._ - Moment(f-k )_... Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.07 0.00 0.01. 0.67 0.04 4 0.40 -0.39 0.04 -1.51 7.81 0.00 3 0.43 -0.40 0.00 -1.57 7.83 0.00 2 0.69 -0. 69 0.00 -2.72 7.83 0.00 1 0. 69 -0.69 0.00 -2.64 7.72 0.05 RExt 0.08 0.00 0,05 0.01 0.67 0,00 STRENGTH/DEFLECTION: Bay Shear (k )------ Moment (f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc U0 Caic Amit LExt RSup -3.07 3.68 0.02 RSup 0.04 3.51 0.01 RSup 0.02 0.04 4 LSup 0.40 3.68 0.11 MidS -1 .51 3.51 0.43 LSup 0.11 -0.14 0.79 3 LSup 0.40 3.68 0.11 MidS -1.57 3.51 0.45 LSup 0.00 -0.15 0,78 2 RSup -0 .69 3.68 0.1.9 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 1 RSup -0.69 3.68 0.19 MidS -2.64 3.51 0.75 RSup 0.19 -0.28 0.78 RExt ISup 0.08 3.68 0.02 LSup 0.05 3.51 0.01 LSup 0.03 0.08 UNBRACED LENGTH: Bay Major -------Minor(ft) -----------Cb :form/Mcm2-- Id (ft) LSUrJ 1Lap MidS RLap RSup ISup :'_Lap MidS Slap RSup LSup Llan MidS RLap RSup LExt 7..3 1.3 1 .3 1.3 1 .3 1.3 2.30 2...30 2.30 2.30 2.30 1.00 1.00 1. 00 1.00 1.00 4 7.5.5 15.5 0.0 0. 0 0.0 15,5 1.14 100 1.00 1. ,00 1 .14 1.00 1.00 1.00 1 .00 1.00 3 15,7 15,7 0.0 0.0 0.0 0.0 1 . 14 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1,00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1.20 1 .00 1.00 1.00 1.00 1 15.5 15.5 0.0 0,0 0.0 15.5 1.14 1 ,00 1.00 1 .00 1.14 LOG 1.00 1.00 1.00 1.00 RExt 0,0 1 .3 1 .3 1.3 1.3 1.3 2.30 2.30 2.30 2.3C 2.30 1 .00 1.00 1 . 00 _,00 1.00 LOAD ID 13 : Dead+Collateral+Snow/2+PA'T SL 1 ANALYSIS: Shear(k )------- Moment ( k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.08 0.00 0.01 0. 67 0,05 4 0.69 -0. 68 0.05 -2. 64 7 .78 0.00 3 0,40 -0.40 0,00 -1.57 7.83 0.00 2 0.40 -0.40 0.00 -1.57 7.83 0.30 1 0.39 -0.40 0.00 -1.51 7.69 0.04 RExt 0.07 0.00 0,04 0.01 0. 67 0.00 STRENGTH/DEFLECTION: Bay -----__Shear (k )____........ Moment(f-k ) ...Mom+Shr- Defieat (i.n) Id 100 Calc Iimit CC Inc Calc Limit CC Ioc OC Calc Limit LExt RSup -0. 08 3. 68 0.02 RSup 0.05 3.51 0.01 RSup 0.03 0.08 4 ;Sup 0. 69 3.68 0.19 MidS 2.54 3,51 0.75 LSup 3.19 -3.28 0,78 3 LSup 0.40 3.68 0.11 MidS -1.57 3.57. 0.45 LSup 0.00 -0.15 0.78 2 LSup 0.40 3.68 0.11 MidS -1.57 3.51 0.45 ISup 0. 00 -C. 15 0.78 283 4 1 RSup -6.40 3.68 0. 11 MidS -1 .51 3.51 0.43 RSup 0.11 -0.14 0.78 RExt LSup 0.07 3.68 0.32 LSup 0.04 3.51 0.01 LSup 0.02 0.04 (EMBRACED LENGTH: Bay Major -------Minor(ft)------ Ch Moml/Mon2 Id (ft) LSup LLap Mi.c:S RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.5 1.3 1. .3 2.30 2.30 2.30 2.30 2 .30 1.00 1.00 1 .00 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1 .00 1.00 1.0C 1.00 1.00 1..00 1 .00 3 15.7 0.0 0.0 0.0 0.0 0.0 1.00 1.00 1.00 1.00 1.00 1.00 1. .00 1.00 1.00 1 .00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1 .00 1.00 1.00 1.00 1. .00 1.00 1.00 1.00 1 15.5 0.0 0.0 0,0 0.0 15.5 1.00 1.00 1.00 1.00 1.1.4 1.00 1.0C 1.00 1.00 1.00 RExt 0.0 1.3 1.3 1,3 1.3 1..3 2.30 2 .30 2 .30 2.30 2 .30 1.00 1.00 1.00 1.00 1.00 LOAD ID 14 : Dead+Collatera:+Snow/2+PAT SL 2 ANALYSIS: Sheer(k ) --- - Moment (f-k ) Bay Left Left Right Right Left Left M .dSpan Right Right Id Sup Lap Lap Sup Sup Lao Mom Lot Lap Sup LExt 0.00 -0.07 0.00 0.01 0.67 0.04 4 0.40 -0.39 0.04 -1.51 7.81 0.03 3 0.40 -0.40 0.00 -1,57 7.83 0.00 2 0.40 -0.40 0.00 7_83 0.00 1 0.68 -0.69 0.00 -2.647 .72 0.05 RExt 0.08 0.00 0.05 0.01 0.67 0.00 STRENGTH/DEFLECTION: Bay .. Shear1k )-____- -____Moment(f.-k )_____ _Ko -Shr- Deflect(in) Id los Nolo Limit I1C Loc Calc Limit UC. Loc US Calc Limit LExt RSup -0.07 3.68 0 .02 RSup 0.04 3.51 0.01 RSup 0,02 0.04 4 LSup 3.40 3.68 0. 11 MidS -1.51 3,51 0.43 LSup 0.11 -0.14 0.78 3 LSup 0.40 3.68 0.11 MidS -1.57 3.51 0.45 LSup 0.00 -0.15 0.78 2 LSup 0.40 3. 68 0.11 MidS -1.57 3,51 0.45 LSup 0.00 -0.15 0.78 1 RSup -0.69 3.68 0.19 MidS -2. 64 3.51 0.75 RSup 0.13 -0.28 0.78 RExt LSup 0.08 3.68 0.02 :Sup 0.05 3.51 0.01 LSup 0.03 0.08 UNBRACED LENGTH: Bay Major -------Minor (ft)------ C:, - ----Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup :.Lap MidS RLap RSup LSup LLap Mids RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.33 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 4 15.5 15.5 0.0 0,0 0.0 15.5 1.14 1 .00 1.00 1.00 1.1.4 1.00 1. ,00 1.00 1.00 1.00 3 15.7 15.7 0.0 0 .0 0.0 0.0 1.14 1.00 1.00 1.0C 1 .00 1.00 1.00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1 15.5 15.5 0.0 0.0 0.0 1.5. 5 1.14 1.00 1 .00 1.00 1.1.4 1.00 1.00 1.00 1.00 1.00 RExt 0.0 1.3 1.3 1.3 1.3 1..3 2.30 2.30 2.550 2.33 2.30 1.00 1.00 1.30 1.00 1.00 LOAD IO 15 : Dead+Collatera1Snow-RAT SL ANALYSNS: Shear(k 1 - Moment(f-k ) - ---- Bay Left Left Right. Right Left Left MidSpac Right Right 284 Id Sup Lap Lap Sup Sup lap Mom Loc Lap Sup LExt 0.00 -0.10 0.00 0.02 0.67 0.08 4 0.40 -0.39 0.08 -1.50 7.85 0. 00 3 0. 69 -0.69 0.00 -2.72 7.83 0.00 2 0.69 -0. 69 0.00 -2.72 7.83 0, 00 1 0.68 -0.69 0.00 -2.63 7.69 0.08 RExt 0.12 0.00 0.08 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear (:k ) ------ ----Moment(f-k )----- -Mom+Shr- Deflect (in) Id Loc Calc Limit UC too Calc Limit DC Loc UC Cabo. Limit LExt RSup -0.10 3.68 0.03 RSup 0.08 3.51 0.02 RSup 0.04 0.04 4 LSup 0.40 3. 68 3. 11 MidS -1.50 3.51 0.43 LSup 0.1.1. -0.14 0.78 3 ::sup 0.69 3.68 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0 .78 2 RSup -0.69 3.58 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 1 RSup -0.69 3.68 0.19 MidS -2.62 3.51 0.75 RSup 0.19 -0.27 0 .78 RExt LSup 0.:1.2 3. 68 0.03 LSup 0.08 3.51 0. 02 LSup 0.04 0.07 UNBRACED LENGTH: Bay Major ___....__-Minor(it) __ eh _... .....Moral/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1 .3 1.3 1.3 1..3 1.3 1..3 2.29 2.29 2.29 2.29 2.29 1.00 1.00 1.00 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1 .00 1.00 1 .00 1.14 1.00 1 .30 1.00 1 .00 1.00 3 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 2 15.7 15.7 0.0 0.0 0.0 15.7 1.14 1.00 1.00 1 .00 1. 14 1.00 1.0C 1. 00 1.00 1.00 1 15.5 15.5 0.0 0.0 0. 0 15.5 1.14 1 , 00 1.00 1.00 1.14 1.00 1.00 1.00 1. 00 1.00 RExt 0. 0 1.3 1.3 1..3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1 .50 1.00 1.00 LOAD ID 16 : Dead*Coilateral+Snow-PAT 5L 2 ANALYSIS: Shear{x )-... .. _-__Nomen (f-k )_... ._...__ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.12 0.00 0.02 0.67 0.08 4 3.69 -0.68 0.08 -2.62 7.81 5.00 3 0.69 -0.69 0.00 -2.72 7.83 0.00 2 0.69 -0.69 0.05 -2.72 7.83 0 .00 1 0.39 -0.40 0.00 -1.50 7.65 0.08 RExt 0.10 0.00 0.08 0.02 0.67 0.00 STRENGTH/DEFLECTION: Bay ------Shear(k )------ ----Moment(f--k. ) -MomnShr- Deflect(in) Id Ica Cale Limit UC Loc Calc Limit 7C Loc UC Calc Limit LExt RSup -0.12 3.68 0.333 RSup 0.08 3.51 0.02 RSup 0.04 0.07 4 LSup 0.69 3.68 0.19 MidS -2.62 3.51 0.75 LSup 0.19 -0.27 0.78 3 LSup 0.69 3.68 0,19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 ;,78 I 2 RSup -0.69 3. 68 0.19 MidS -2.72 3.51 0.78 LSup 0.00 -0.29 0.78 1 RSup -0.40 3.68 0.11 MidS -1.50 3.51 0.43 RSup 0.11 -0.14 0.78 RExt LSup 0.10 3.68 0.03 LSup 3.08 3.51 0.02 LSup 0.04 0.04 285 EMBRACED LENGTH: Bay Major --..____Minor (£t)________ ____._.... Ch.... _ ._Moral/Moc:2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1. 3 1,3 1.3 1 .3 1.3 1..,3 2.30 2.30 2 .30 2.30 2 .30 1.00 1.00 1.00 7..00 1.00 4 15.5 15.5 0.0 0.0 0.0 0.0 1.14 1 .00 1.00 1.00 1 .00 1.00 1 .00 1 .00 1 .00 1.00 3 15.7 15.7 0.0 0.0 3.3 0.0 1_14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 15.7 15,7 0.0 0.0 0.0 15.7 1 .14 1 .00 1.00 1.00 1.14 1.00 1.00 1.00 1..00 1.00 1 7.5.5 0,0 0.0 0,0 0.0 15.5 1.00 1.00 1 .00 1.00 1.14 1.80 1..00 1.00 1,00 1.00 RExt 0.0 1.3 1.3 1.3 1.3 1.3 2.29 2.29 2.29 2.29 2 .29 1.00 1.00 1.00 1.00 1.00 LOAD ID 17 : Deadtcoilateral"42.0PAT IL i ANALYSIS: Shear('c )-....._ ..___Moment(f-k ) Bay Left Left Right Right Left Left MSdSpan Right Right Id Sup lap Lao Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.03 0.00 0.00 0. 67 0.01 4 0.41 -0.41 0.01 -1„7 7.77 0.00 3 0 .41 -0.41 0.00 -1. 61.. 7.83 0.00 2 0.10 -0.10 0.00 -0.41. 7.83 0.00 1 0.10 -0. 10 0.00 -0.4C 7 .70 0.01 RExt 0.02 0 .00 0.01 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) --- -Moment('_-k ) ---- -Mom-Shr Deflect lin) id Lot Calc Limit MC Loc Calc Limit OC Loc GC Calc Limit LExt RSup -0.03 3.68 0,01 RSup 0_01 3.51 0.00 LSup 0.00 0.04 4 LSup 0.41. 3.68 0. 1.1 MidS -1.57 3.51 0.45 LSup 0.00 -0.15 0.78 3 ,LSup 0.41 3.68 0.11 MidS -1. 61 3.51 0.46 LSup 0.00 -0.15 0.78 2 LSup 0,10 3. 63 0.03 MidS -0.41 3.51 0.12 LSup 0,00 0.00 0.78 RExcRSup -0.10 3.68 0.03 MidS -0.40 3.51 0.11 LSup 0.00 0.00 0.78 LSup 0.02 3.68 0.00 LSup 0.01 3.51 0.00 LSup 0.00 0.00 UNBRACED LENGTH: Bay Majo- ---- ----Minor (ft)____....__ - ___.. Cb_..... .__.-Moral/Mom2 Id (ft) LSup LLap MidS Rap RSup LSup 'LLap MidS RLap RSup LSup flap MidS Slap RSup LExt 1.3 1.3 1.3 1.3 1.3 1..3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1 .00 1,00 1.00 4 15.5 15,5 0.0 0.0 0.0 0.0 1. 14 1.03 1.00 1.00 1.00 1 .00 1 .00 1.00 1.00 1.00 3 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 2 15.7 0.0 0.0 0.0 0.0 0.0 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 LOC 1 .00 1 15.5 15.5 0.0 0.00.0 15,5 1.14 1.00 1.00 1.00 1. 14 1.00 1,00 1.00 1..00 1.00 RExt 0.0 1 .3 1.3 1..3 1.3 1. .3 2 .30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LOAD ID 18 : Dead`Collatea1+2.02AT LL 2 ANALYSIS: Shea- (2 ) - Momeflt(f-k Bay Left Left Right Right Left left MidSpan Right Right Id Sup Lap Lap Sup Sup 'lap Mom Lac Lap Sup LExt 0.00 -0.02 0.00 0.00 0. 67 0.01 286 4 0. 10 -0.10 0.01 -0.40 7.80 0.00 3 0.41 -0.41 0.00 -1. 61 7.83 0.00 2 0.41 -0.41 0.00 -1.61 7.83 0.00 1 0.10 -0.10 0.00 -0.40 7.70 0.01 RExt 0.02 0.00 0.01 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k ) Moment(f-k ) -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Los Calc Limit UC Loc UC Calc Limit LExt RSup -0.02 3.68 0.00 RSup 0.01 3.51 0.00 LSup 0.00 0.00 4 LSup 0.10 3.68 0.03 MidS -0.40 3.51 0. 11 :Sun 0.00 0.00 0.78 3 LSup 0 .41 3. 68 0.11 MidS -1.61 3.51 0.46 LSup 0.00 -0. 15 0.78 2 LSup 0.41 3.68 0.11 MidS -1. 61 3.51 0.46 LSup 0.00 -0. 15 0.78 1 RSup -0.10 3.68 0.03 MidS -0.40 3.51 0.11 LSup 0.00 0. 00 0.78 RExt LSup 0 .02 3. 68 0.00 LSup 0.01 3.51 0.00 LSup 0.00 0.00 UNBRACED LENGTH: Bay Major Minor (ft) Cb Moml/Mom2 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1.00 1.30 1 .00 1. 14 1.00 1 .00 1.00 1.00 1.00 3 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1 .00 1.00 1.00 1 . 00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1 .00 1 15.5 0.3 0.0 0.0 0.0 15.5 1.00 1.00 1.00 1 .00 1. 14 1.00 1.00 1.00 1.00 1 .00 RExt 0.0 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2 .30 2.30 2.30 1 .00 1.00 1.00 1.00 1.00 LOAD ID 19 : Dead+Collateral+2.02AT LL 3 ANALYSIS: Shear(k ) Moment (f-:k ) Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.03 0.00 0. 67 0.01 4 0.10 -0.10 0.01 -0.40 7.80 0.00 3 0.10 -0.10 0.00 -0.41 7.63 0.00 2 0.41 -0.41 0.00 -1. 61 7.83 0.00 1 0.41 -0.41 0.00 -1.57 7.73 0.01 RExt 0.03 0.00 0.01 0.00 0. 67 0.00 STRENGTH/DEFLECTION: Bay S`ear(k ) Moment (f-'k ) -Mom-Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Gals Limit LExt RSup -0. 02 3.68 0.00 RSup 0.01 3.51 0.00 LSut 0.00 0.00 4 LSup 0. 10 3.68 0.03 MidS -0.40 3.51 0.11 LSup 0.00 0.00 0.78 3 RSup -0.10 3.68 0.03 MidS -0.41 3.51 0.12 LSup 0.00 0.00 0.78 2 LSup 0. 41 3. 68 0.11 MidS -1. 61 3.51 0.46 LSup 0.00 -0.15 0.78 1 RSup -0. 41 3. 68 0.11 MidS -1.57 3.51 0.45 LSup 0.00 -0.15 0.78 RExt LSup 0.03 3.68 0.01 LSup 0.01 3.51 0.00 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major Minor(ft) Cb Mom1/Mom2 Id (ft) LSup LLap MidS RLap RS•up LSup LLap MidS Riap RSup LSup Leap MidS RLap RSup 287 LExt 1.3 1.3 1.3 1.3 1.3 3. .3 2.30 2.30 2.30 2.30 2.30 1 .00 1.00 1.00 1.00 1.00 4 15.5 15.5 0.G 0.0 0.0 15.5 1.14 1.00 1.00 1.00 I.14 1 .60 1.00 1.00 1.00 1.00 3 1.5.7 15,4 0.0 0.0 0.0 15.7 1.14 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 2 15.7 15.7 0.0 0.0 C.0 0.0 1.14 1.0C 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1 15.5 15.5 0.0 0.0 0.9 15. 5 1.14 1.00 1.00 1 .00 2 .14 1.00 1.00 1.00 1. .00 1.00 RExt 0.0 1.3 1.3 1..3 1.3 1. 3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 LOAD ID 20 : Dead+Coilatera.l+2 .CPAT LL 4 ANALYSIS: Shear(k ) Moment(f-k ) - - ------ Bay Left Left Richt Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0(03 0.00 0.00 0.57 0.01 4 0.41 -0.41 0.01 -1 .57 7.77 0.00 3 0.10 -0.10 0.00 -0.41 7 .83 0.00 2 0.41 -0.41 0.00 -1 .61 7 .83 0.00 1 0.10 -0.10 0.00 -0.40 7.70 0.01 RExt 0.02 0.00 0.01 0.00 0.67 0,00 STRENGTH/DEFLECTION: Bay - - Shear(k )------ -----Moment(f-k ) -Mom+Sar Deflect:Lin) Id Los Gal.e Limit JC Loc Calc Limit CO Loc 7C Caic Limit LExt RSup -0.03 3.68 0.01 RSupC.C1 3.51 0.00 LSup 0 .00 0.04 4 LSup 0. 41 3. 68 0.11 MidS -1.57 3.51 0.45 LSup 0.00 -0.15 C.78 3 RSup -0.1.0 3.68 0.03 MidS -0.41 3.51 0.12 LSup 0.00 0.00 0.78 2 :Sup 0.41 3.68 0.11 MidS -1.61 3.51 0.46 LSup 0.05 -0.15 0.78 1 RSup -0.10 3.68 0.03 MidS -0 .40 3.51 C.11 LSup 0.00 0.00 0.78 RExt MSuo 0.02 3. 68 0.00 LSup 0.01 3.51 0.00 LSup 0.00 C.00 UMBRACED LENGTH: Bay Major ___.....__-Minor(ft) ..__ C@-...__ .._ -Moml1Mom2 Id (ft) LSup LLap MidS RLap RSup LSup (flap MidS RLap RSup LSup :Lap MidS RLap RSup LExt 1.3 1.3 1.3 1..3 1 .3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 :1.00 1.00 4 15.5 15.5 G.0 0.0 0.0 3.0 1.14 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 3 15.7 00.0 0.0 0.0 0.0 15.7 1.00 1 .00 1.30 1.00 1.7.1 1.00 1.00 1.03 3. .00 1.00 2 1.5.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 13.5 0.0 0.0 C.0 0.0 15.5 1.00 1.00 1.00 1 .00 1.1.4 1.00 1.00 1.00 1.00 1.00 RExt 0.0 1.3 1.3 1. .3 1 .3 1.3 2 .30 2.30 2.30 2.30 2 .30 1 .00 1.00 1.00 1. .00 1.00 LOAD ID 21 : Dead*Collateral.+2.0PAT LL 5 ANALYSIS: Shear(k )--- - ------Moment (f-k ) .... Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Los Lap Sup LExt 0.00 -0.02 0.00 C.00 0.67 0.01 4 0.10 -0.10 0.01 -0.40 7.80 9.00 3 0.41 -0.41 0.00 -1.61 7.83 0.00 2 0.10 -0.10 0.00 -0.41. 7.83 0.00 288 1 0.41 -0.41 0.00 -1.57 7.73 0.01 RExt 8.03 0.00 0.01 0.00 0.67 0.00 STRENGTH/DEFLECTION: Bay Shear(k )------ ----Moment(f-k ) --- -Mom+Shr- Deflect (in) Id Loc Calc Limit UC Loc Calc Limit DC Loc UC:. Calc limit LExt RSup -0.02 3.68 0.00 RSup 0.01 3.51 0.00 LSup 0.00 0.00 4 LSup 0. 10 3.68 0.03 MidS -0.40 3.51 0.11 LSup 0.00 0.00 0 .78 3 LSup 0.41 3.68 0.11 MidS -1.61 3,51 0.46 LSup 0.00 -0. 15 0 .78 2 LSup 0.10 3. 68 0.03 MidS -0.41 3.51 0.12 LSup 0.00 0.00 0.78 1 RSup -0.41 3.68 0.11 MidS -1.557 3.51 0.45 LSup 0.00 -0.15 0.78 RExt LSup 0.03 3.68 0.01 'LSup 0.01 3.51 0.0. [Sup 0.00 0.04 UNBRACED LENGTH: Bay Major _____-Minor(ft)_____......._ Cb....... Moroi/Mom2 Id (ft) [Sup L[ap MidS RLap RSup LSup Clap MidS RLap RSup [Sup Liar MidS Slap RSup 5555 5555_ ___.... 5555 _...__ 5555 5555 5555 .5555 5555 .5555 __........ 5555 5555 5555 5..555 5555 [Ext 1 .3 1.3 1.3 1 .3 1.3 1 .3 2.30 2.30 2 .30 2.30 2.30 1.00 1 .0C 1.00 1,00 1 .00 4 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1.,00 1.00 1.0C 1.14 1.00 1.00 1 .00 1.00 1 .00 3 18.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1 .00 1.00 2 15.7 0.0 0.0 0.0 0.0 0.8 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1.00 1.00 1.00 1.14 1.0C 1.00 1.00 1. .00 1. 00 RExt 0.0 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1, 00 1 .00 1.00 1. 00 LOAD ID 22 : DeadeCollateral+1.20NB SL ANALYSIS: Shear(k ) Moment (f-k ) Bay Left Left Right Right Left Lett MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc lap Sup 5555 55...55 555..5 5555_ 5555_ 5555.... 5555_ 5555_ LExt 0.00 -0.14 0.00 0.02 0.67 0.09 4 0.81 -0.80 0.09 -3.07 7.81 0.0C 3 0.81 -0.81 0.00 -3. 18 7.83 0.00 2 0.81 -0.81 0.00 -3.18 7.83 0.00 1 0.80 -0.81 0.00 -3.07 7.69 0.09 RExt 0,14 0.00 0.09 0.02 0. 67 0,00 STRENGTH/DEFLECTION: Bay Shear (k ) --- - ----Moment(f-k ) -Mom+Shr- Deflect (in) Id Loc Calc Limit DC Loc Calc Limit CO Loc UC Calc Limit 5555 5555 5555__ 5555_ 5555 5555 5555 LExt RSup -0.14 3.68 0.04 RSup 0.09 3.51 0.03 RSup 0.05 0.09 4 LSup 0.81 3.68 0.22 MidS -3.07 3.51 0.96 LSup 0.22 -0.33 0.78 3 LSup 0.81 3.68 0.22 MidS -3.18 3.51 0.91 [Sup 0.00 -0.35 D.78 2 LSup 0.81. 3. 68 0.22 MidS -3.18 3.51 0.91 [Sup 0. 00 -0.35 0.78 RSup -0.81 3.68 0.22 MidS -3.07 3.51 0.88 RSup 0.22 -0.33 0.78 RExt LSup 0.14 3.68 0.04 LSup 0.09 3.51 0.03 [Sup O.05 0.09 UNBRACED LENGTH: Bay Major -------Minor(ft) ---________Cb ....-Mom:/Mom2 Id (ft) LSup [Lap MidS RLap RSup LSup [L,ap MidS RLap RSup LSup [leap MidS :RLap RSup LExt 1..3 1.3 1.3 1.3 1.3 1.3 2.30 2.30 2.30 2.30 2.30 1.00 1.00 1.00 1.00 1.00 4 15.5 15.5 0.0 0.0 0.0 15.5 1.14 1 . 00 1.00 1 . 00 1. 14 1.00 1.00 1.00 11..00 1.00 289 3 15.7 15.7 0.0 0.0 0.0 0.0 1.14 1.00 1 .00 1.00 1 .00 1 .00 1.00 1.00 1 .00 1.00 2 15.7 15. 7 0.0 0.0 0.0 0.0 1.14 1.00 1,00 1.80 1.00 1.00 1. .00 1.00 1 .00 1.00 1 15.5 15.5 0.0 0,0 0.0 15.5 1.14 1.00 1.00 1 .00 1,14 1.00 1.00 1.00 1.00 1.03 RExt 0.0 1.3 1.3 1.3 1.3 1..3 2 .30 2.30 2 .30 2.30 2.30 1.00 1..00 1.00 1..00 1.00 T16-203 Strut Bolts 6/21/16 3:35pm RAFTER CONNECTION: Back_SW Front SW Location Purlin Pave Strut Ease Strut Left EW Welded Clip Direct Salt Direct Bolt RF Welded Clio Direct Bolt Direct Bolt Right SW Welded Clip Direct Bolt Direct Bolt EAVE STRUTS: Wall F_m_Line ---Bolt Selected--- ---Bolt Capacity(i ) --- Dt_Bolt Id Id Type No. Type Dia Wshr wait Shear Bear Ratio Id 2 1 EW 2 A325 0.500 0 0.41 8,84 4.41 0.09 83 2 2 RF 2 A325 0.500 2 0# 4.79 8.84 5.88 0.81 84 2 3 RF 2 A325 0.500 2 0 4.79 8.84 5.88 0.81 84 2 4 RF 2 A325 0.500 0 0.75 8.84 4.41.. 0.17 83 2 5 EW 2 A325 0.500 0 0.44 8.84 4 .41 0.10 83 4 1 EW 2 A325 0.500 0 0.41 8.84 4.41 0.09 83 4 2 RF 2 A325 0.500 2 0 4 .79 8.84 5.88 0.81 84 4 3 RF 2 A325 0.500 2 eS 4.79 8.84 5.88 0.81 84 4 4 RF 2 A325 0.500 0 0.75 8.84 4.41. 0.17 83 4 5 EW 2 A325 0.500 0 0.44 8.84 4.41 0.10 83 PURLINS: Surf Frm Line Brace ----Bolt. Selected--- ---Shear--- --Bearing-" Dt_Dolt Id Id. Type Loc No. Type Dia Wshr Cali; Limit Calc Limit. Ratio Id 2 1 EW 9.37 2 A325 0.500 0 0.87 8.84 0.87 5.36 0.16 71 2 2 RE 9.37 2 A325 0.500 0 1.74 8.84 1.21 3.72 G.33 71 3 RF 9.37 2 A325 0.5001.75 8.84 1.21 3.72 0.33 71 2 0 2 4 RF 9.37 2 A323 0.500 0 0.75 8.84 0.75 3.72 0.20 71 2 5 EW 9.37 2 A325 0.500 0 0.75 8.84 0.75 5.36 0.14 71 2 1 EW 20.00 2 A325 0.500 0 0.16 8.84 0. 16 5.36 0.03 71 2 RE 20.00 2 A325 0.500 0 0.42 6.84 0. 31 3.72 0.08 71 3 RF 20.00 2 A325 0.500 0 0.42 8.84 0.25 3.72 0.07 71 4 RF 20.00 2 A325 0.500 0 0.25 8.84 0.25 3.72 0.07 71 .5 EW 20.00 2 A325 0.500 0 0.25 8.84 0.25 5.36 0.05 71 1 EW 20.00 2 A325 0.500 3 0.16 8.84 0.16 5.36 0.03 71 2 AF 20.00 2 A325 0.500 0 0,42 8.84 0.31 3.72 0.08 .1 3 RF 20.00 2 A325 0.500 0 0.42 8.84 0.25 3.72 0.07 71 4 RF 20.00 2 A325 0.500 0 0.25 8.84 0.25 3.72 0.07 71 S EW 20.00 2 A325 0.500 0 0.25 8.84 0.25 5.36 0.05 71 1 EW 30.63 2 A325 0.500 0 0.87 8.84 C,87 5.36 0.16 71 2 RF 30. 63 2 A325 0.500 0 1.74 8.84 1,21 3.72 0.33 71 3 RF 30.63 2 A325 0.500 0 1 .75 8 .84 1.21 3.72 0.33 71 290 3 4 RF 30. 63 2 A325 0,500 0.75 8.84 0.75 3.72 0.20 71 3 5 EW 30.63 2 A325 0.503 0 0.75 8.84 0.75 5.36 0.14 71 ##NOTE : Not standard bolt connection T1S-203 Screws 6/21/16 3:35pm PANEL: Tensile Thick Yield Strength Part (in) (Sal ) (ksi ) 26 PBR 0.018 60.00 76.38 PANES SCREWS: Dia Washer Space Tension Zone Part (in) (i.n) (ft) (k ) Interior 43A 0.21 0.50 1.00 2.80 Edge #3A 0.21 0.50 1.00 2.80 Corner #3A 0.21 0.50 1.00 2.80 Base #17B 0.21 0.50 1.00 2.00 PURLIN SCREW LAYOUT: ...Puriir.___......._ Surf Wind Bay Ito Space Id Id Id Id Id Part (ft) 2 _ 2 1 2 8X25216 3.29 2 1 1 3 2 8X25213 3.29 2 _ 2 4 1 8X25Z16 3.29 2 1 4 5 2 8X25Z13 3.29 2 6 6 8X25Z16 2 .31 1 1 7 1 8X25273 3.29 2 1 4 8 1 8X25213 3.29 2 1 4 9 6 8X25213 2.51 2 1 1 10 6 8X25Z13 2.31 2 2 1 2 8X25216 3.29 3 1 2 6 8x25216 3.29 3 _ 1 3 2 8X25213 3.29 3 1 2 4 1 8X25Z16 2.31 3 1 4 5 2 81(.25'2,13 3.29 .- .. 2 6 6 8X25Z16 3.29 3 1 1 7 1 8X26213 2.31 3 1 4 8 1 8X28213 2.32 3 1 4 9 6 8X25213 3.29 3 1 1 10 6 8X23213 3.29 3 2 2 1 5 8X25Z16 3.29 PURLIN SCREW CHECK: Wind Purlin Panel_ "Screw Surf Wind Bay Lac Suction load Pullout Pullover Tension Max Id Id Id Id (psf ) (k ) (:k ) Cc ) (k ) UC 291 2 1 2 1 20.10 0.07 0.25 0.35 0.75 0.27 2 1 3 34.77 0.11 0.35 0.35 0.75 0.33 2 1. 2 4 34 .77 0.11. 0.25 0.35 0.75 0.47 2 1.. 4 5 34.77 0. 11. 0.35 0.35 0.75 0.33 2 2 6 34 .77 0.38 0.25 0.35 0.75 0.33 2 1 1 7 51.62 0.17 0.35 0.35 0_75 0.49 2 1 4 8 51.66 0.17 0.35 0.35 0.75 0.49 2 1 4 9 51.66 0.12 0.35 0.35 0.75 0.35 2 1 1 10 51.60 0.12 0.35 0.35 0.75 0.35 2 2 2 1 20.10 0.07 0.25 0.35 0.75 0.27 3 1 2 1 20.10 0.07 0.25 0.35 0.75 0.27 3 7.. 1 3 34.77 0.11. 0.35 0.35 0.75 0.33 31 2 4 34.77 0.08 0.25 0.35 0.75 0.33 3 1 4 5 34.77 0.11 0.35 0.35 0.75 0.33 3 1 2 6 34.77 0.11 0.25 0.35 0.75 3.47 3 1 1 7 51. 66 0.12 0.35 0.35 0.75 0.35 3 4 8 51.66 0.1.2 0.35 0.35 0.75 0.35 3 i 4 9 51 .66 0.17 0.35 0.35 0.75 0.49 3 7. 1 1.0 51.66 3.17 0.35 0.35 0.75 3.49 3 2 2 1 20.10 0.07 0.25 0.35 0.75 0.27 Loc Id Description I Interior 3 Left edge 4 Top edge 5 Right edge 6 Bottom edge 7 Left top corner 8 Right top corner 9 Right bottom corner 10 Left bottom corner BASE SCREW CHECK: Screw Force/Screw Shear Wall Base Dia Space Shear Wind Sets Limit Max Id Length Part (in) (it) (k ) (k ) (k ) (k ) OC 2 Open Wall. 4 Open Wall. 292 APPENDIX G FLOOD-RESISTANT CONSTRUCTION The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. SECTION G101 substantial improvement of existing buildings and structures, ADMINISTRATION including restoration after damage,temporary structures,and G101.1 Purpose.The purpose of this appendix is to promote temporary or permanent storage, utility and miscellaneous the public health.safety and general welfare and to minimize Group U buildings and structures, and certain building work public and private losses due to flood conditions in specific exempt from permit under Section 105.2. flood hazard areas through the establishment of comprehen- G102.2 Establishment of flood hazard areas.Flood hazard sive regulations for management of flood hazard areas areas are established in Section 1612.3 of the International designed to: Building Code,adopted by the applicable governing authority 1. Prevent unnecessarydisruption of commerce,access and on [INSERT DATE]. public service during times of flooding 2. Manage the alteration of natural flood plains, stream SECTION G103 channels and shorelines; POWERS AND DUTIES 3. Manage filling, grading, dredging and other develop- G103.1 Permit applications. The building official shall !pent which may increase flooddamage or erosion poten- review all petmitapplications to determine whether proposed tial: development sites will be reasonably safe from flooding. If a 4. Prevent or regulate the construction of flood barriers proposed development site is in a flood hazard area, all site which will divert floodwaters or which can increase development activities (including grading, filling, utility flood hazards;and installation and drainage modification), all new construction 5. Contribute to improved construction techniques in the and substantial improvements(including the placement of pre- flood plain. fabricated buildings and manufactured homes) and certain building work exempt from perrnitunderSection 105.2 shall be G101.2 Objectives.The objectives of this appendix are to pro- designed and constructed with methods,practices and rnateri- tect human life,minimize the expenditure of public money for als that minimize flood damage and that are in accordance with Mot/control projects,minimize the need for rescue and relief this code and ASCE 24, efforts associated with flooding,minimize prolonged business 01032 Other permits. It shall be the responsibility of the interruption,minimize damage to public facilities and utilities, buildingoll$iaito assure that approval of a proposed develop- help maintain a stable tax base by providing for the sound use ment shall not be given until proof that necessary permits have and development of flood-prone areas,contribute to improved been granted by federal or state agencies having jurisdiction construction techniques in the flood plain and ensure that over such development. potential owners and occupants are notified that property is within flood hazard areas, 6103.3 Determination of design flood elevations.If design CI01.3 Scope.The provisions of this appendix shall apply to flood elevations are not specified,the building official is autho- all proposed development in a flood hazard area established in rued to require the applicant to: Section 1612 of this code, including certain building work 1. Obtain, review and reasonably utilize data available exempt from permit under Section 105.2. from a federal,state or other source,or G101.4 Violations.Any violation of a provision ofthisappen- 2. Determine the design flood elevation in accordance with dix,or failure to comply with a permit or variance issued pursu- accepted hydrologic and hydraulic engineering tech- ant to this appendix or any requirement of this appendix,shall niques.Such analyses shall be performed and sealed by a be handled in accordance with Section 114. registered design professional. Studies, analyses and computations shall he submitted In sufficient detail to allow review and approval by the building official The SECTION G102 accuracy of data submitted for such determination shall APPLICABILITY be the responsibility of the applicant. IG102.1 General.This appendix.in conjunction with the Inter- G103.4 Activities in riverine flood hazard areas.In riverine national Building Code,provides minimum requirements for Rood hazard areas where design flood elevations are specified development located in flood hazard areas,including the subdi- but floodways have not been designated, the building official vision of land:installation of utilities;placement and replace- shall not permit any new construction, substantial improve- ment of manufactured homes; new construction and repair, ment or other development,including fill,unless the applicant reconstruction,rehabilitation or additions to new construction; demonstrates that the cumulative effect of the proposed devel- t D. NTERNA ua.r. A .WING CODE ,.Ate. eM w x. t , 6m„Sw��. N(cRNAiION'AtC0I7EC01JNCIl ° ,u ANYUjAUTOaZEUPEPaoDVle.Noeo,° x,d AwOLATIONO .mraAL�.oe,a Aaaf., NGtcNst AGPMEMRT,AND sueJCr TO CIVIL AND CRIMINAL PENALTIES rarasuNDER ° APPENDIX 0 opment.when combined with all other existing and anticipated similar description that will readily Identify and deft flood hazard area encroachment, will not increase the design nitely locate the site. flood elevation more than 1 foot(305 mm)at any point within 3. Include a site plan showing the delineation of flood haz- thecomtmmnity. ad areas, floodway boundaries, flood zones, design G103.5 Floodway encroachment.Prior to issuing a permit for flood elevations. ground elevations, proposed fill and any floodway encroachment,including fill, new construction, excavation and drainage patterns and facilities. substantial improvements and other development or land-dis- 4 Indicate the use and occupancy for which the proposed turbing activity, the building official shall require submission development is intended, of a certification,along with supporting technical data.that demonstrates that such development will not cause any 5. Be accompanied by construction documents, grading increase of the level of the base flood, and fill-mg plans and other information deemed appropri- G103.5.1 Floodway revisions. A floodway encroachment ate by the building offlciol, that increases the level of the base flood is authorized if the 6. State the valuation of the proposed work. applicant hasapplied fin a conditionalFloodlnsurance Rate 7. Be signed by the applicant or the applicant's authorized Map(FIRM)revision and has received the approval of the agent. Federal Emergency Management Agency(FEMA). £104.3 Validity of permit.The issuance of ,o underthis G103.6 Watercourse alteration.Prior to issuing a permit for appendix shall not be construed to be a permitt for,or approval any alteration or relocation of any watercourse, the building of,any violation of this appendix or any other ordinance of the official shall require the applicant to provide notification of the jurisdiction_The Issuance of ape'rutbasedonsubmitted docu- proposal to the appropriate authorities of all affected adjacent mems and information shall not prevent the building official govemmentjurisdictions,as well as appropriate state agencies. from requiring the correction of errors.The building official's A copy of the notification shall be maintained in the permit authorized to prevent occupancy or use of a structure or site records and submitted to FEMA. which is in violation of this appendix or other ordinances ofthis G103.6.I Engineering analysis.The buildingotbcialshall jurisdfction- requiresubmissionofanengineeringanalysiswhichdem- G104.4 Expiration.A permit shall become invalid if the pro- onstrates that the flood-carrying capacity of the altered or posed development is not commenced within 180 days after its relocated portion of the watercourse will not be decreased. issuance,or if the work authorized is suspended or abandoned Such watercourses shall be maintained in a manner which fora period of 180 daysafter the work commences.Extensions preserves the channets flood-carrying capacity shall be requested in writing and justifiable cause demon, 6103.7 Alterations in coastal areas.Prior to issuing a permit stated.The building officialis authorized to grant,in writing, for any alteration of sand dunes and mangrove stands in flood one or more extensions of time,for periods not more than 180 hazard areas subject to high velocity wave action,the building days each. official shall require submission of an engineering analysis G104,5 Suspension or revocation.The building official is which demonstrates that the proposed alteration will not authorized to suspend or revoke a permit issued under this increase the potential for flood damage. appendix wherever the permit is issued in error or on the basis G103.8 Records.The building official shall maintain a perma- of Incorrect,inaccurate or incomplete information.or in viola nent record of all permits issued in flood hazard areas,includ- tion of any ordinance or code of this jurisdiction. ing copies of inspection reports and certifications required in Section 1612. SECTION G105 VARIANCES SECTION 6704 G105.1 General.The boardofappealsestablished pursuant to PERMITS Section 113 shall hear and decide requests for variances.The £104.1Requirtd.Any person,owner or authorized agent who board of appeals shall base its determination on teelmicaijusti' intends to conductanydevelopment in a flood hazard area shall fications, and has the right to attach such conditions to van first make application to the building official and shall obtain ances as it deems necessary to further the purposes and the required permit objectives of this appendix and Section 1612, G1042 Application for permit. The applicant shall file an G105.2 Records.'The building official shall maintain a pern'Ia- applicauon in writing on a form furnished by the building MI- Hent record of all variance actions.including justification for dal.Such application shall: their issuance. 1. Identify and describe the development to be covered by 6105.3 Historic structures. A variance is authorized to be the permit. issued for the repair or rehabilitation of a historic structure 2. Describe the land on which the proposed development is upon a determination that the proposed repair or rehabilitation to be conducted by legal description, street address or will not preclude thestructure s continued designation as a his" 626 2009 INTERNATIONAL BUILDING CODE' NT ERNATI Ti NAT CODE COUNCIL ar,, Z,,4.ANY 'wIN DRE>aw t, o rn) ori :AaaA ONO r rrn>rvnGH AcAhurnn xrt` AGREEMENT.AND SUBJECT'TO CIV]]AND CRIMINAL.PENAL nES THr0.EUNDER APPENDIX G torte structure, and the variance is the minimum necessary to repair of public utilities and facilities such as sewer, preserve the historic character and design of the,structure. gas,electrical and water systems,streets and bridges. Exception: Within flood hazard areas,historic structures G105.7 Conditions for issuance. Variances shall only be that are not: issued by the board of appeals upon: I. Listed or preliminarily determined to be eligible for i. A technical showing of good and sufficient cause that the listing in the National Register of Historic Places;or unique characteristics of the size, configuration or 2. Determined by the Secretary of the US,Department topography of the site renders the elevation standards of Interior as contributing to the historical signifi- inappropriate; ranee of a registered historic district ora district pre- 2. A determination that failure to grant the variance would liminaiilydetermined to qualify as an historic district; result in exceptional hardship by rendering the lot or undevelopable; 3, Designated as historic under a state or local historic 3. A determination that the granting of a variance will not preservation program that is approved by the Depart- result in increased flood heights, additional threats to meat of Interior. public safety,extraordinary public expense, nor create G105.4 Functionally dependent facilities. A variance is nuisances,cause fraud on or victimization of the public authorized to be issued for the construction or substantial or conflict with existing local laws or ordinances; improvement of a functionally dependent facility provided the 4. A determination that the variance is the minimum neces- criteria in Section 1012.1 are met and the variance is the mini- sary,considering the flood hazard,to afford relief;and mum necessary to allow the construction or substantial improvement,and that all due consideration has been given to 5. Notification to the applicant in writing over the signature methods and materials that minimize flood damages during the of the building official that the issuance of a variance to design flood and create no additional threats to public safety, construct a structure below the base flood level will result in increased premium rates for flood insurance up G105.S Restrictions.The board of appeals shall not issue a to amounts as high as$25 for$100 of insurance cover- variance for any proposed development in a floodway if any age, and that such construction below the base flood increase in flood levels would result during the base flood dis- level increases risks to life and property. charge. 6105.6 Considerations. In reviewing applications for vari- ances,the board üíappeals shall consider all technical evalua- SECTION 6201 dons,all relevant factors,another portions of this appendix and DEFINITIONS the following: G201.1 General.The following words and terms shall,for the 1. The danger that materials and debris may be swept onto purposes of this appendix,have the meanings shown herein. other lands resulting in further injury or damage; Refer to Chapter 2 for general definitions. 2. The danger to life and property due to flooding or ero- G201,2 Definitions. sion damage: 3, The susceptibility of the proposed development, DEVELOPMENT. Any manmade change to improved or including contents, to flood damage and the effect of unimproved real estate,including but not limited to,buildings such damage on current and future owners, or other structures,temporary structures,temporary or perma- nent storage of materials, mining, dredging,filling,grading, 4. 'ibe importance of the services provided by the pro- paving, excavations, operations and other land-disturbing posed development to the community: activities, 5. The availability of alternate locations for the proposed FUNCTIONALLY DEPENDENT FACILITY. A facility development that are not subject to flooding or erosion; which cannot he used for its intended purpose unless it is 6. The compatibility of the proposed development with located or carried out in close proximity to water, such as a existing and anticipated development; docking or port facility necessary for the loading or unloading 7. The relationship of the proposed development to the of cargo or passengers, shipbuilding or ship repair.The term comprehensive plan and flood plain management pro- does not include long-tens storage,manufacture,sales or ser- gram for that area; vice facilities. 8. The safety of access to the property in times of flood for MANUFACTURED HOME.A structure that is transportable ordinary and emergency vehicles; in one or more sections,built on a permanent chassis,designed for use with or without a permanent foundation when attached 9. The expected heights, velocity, duration, rate of rise to the required utilities.and constructed to the Federal Mobile and debris and sediment transport of the floodwaters Home Construction and Safety Standards and rules and regula- and the effects of wave action,if applicable,expected at tions promulgated by the U.S. Department of Housing and the site:and Urban Development. The term also includes mobile homes, 10. The costs of providing governmental services during park trailers,travel trailers and similar transportable structures and after flood conditions including maintenance and that are placed on a site for 180 consecutive days or longer. m. It RNATi•a: I ANG CODE` 627 �N1FRNATI DN.ALCODECOUNCR `,'"'",„„,w„:.:= RLOY R.xeu.RO=xwonGo w NoAA, aE ESE" AN' VNITKORZEC IREPRODenO:'OR DISTRLITOn SAVIOIATIO\'O"" EDERALOPYREG AOREENENT,AND SUBI YEa TO CIVIL AM)CRIMINAL.PENALTIES TrmRrVADEx APPENDIX G MANUFACTURED HOME PARK OR SUBDIVISION.A tire that the proposed encroachment will not result in any parcel(or contiguous parcels)of land divided into two or more increase in the level of the base flood manufactured home lots for rent or sale. G401.2 Flood hazard areas subject to high-velocity wave RECREATIONAL VEHICLE. A vehicle that is built on a action. In flood hazard areas subject to high-velocity wave single chassis, 400 square feet (37.16 m2) or less when mea- action: sured at the largest horizontal projection, designed to be 1. New buildings and buildings that are substantially self-propelled or permanently towable by a light-duty truck, improved shall only be authorized landward of the reach and designed primarily not for use as a permanent dwelling but of mean high tide. as temporary living quarters for recreational,camping, travel g or seasonal use.A recreational vehicle is ready for highway use 2. The use of fill for structural support of buildings is pro- if it is on its wheels or jacking system, is attached to the site hibited. only by quick disconnect-type utilities and security devices and G401.3 Sewer facilities. All new or replaced sanitary sewer has no permanently attached additions. facilities,private sewage treatment plants(including all pump- VARIANCE.A grant of relief from the requirements of this ing stations and collector systems) and on-site waste disposal section which permits construction in a manner otherwise pro- systems shall be designed in accordance with Chapter 7,ASCE hibited by this section where specific enforcement would result 24,to minimize or eliminate infiltration of floodwaters intothe in unnecessary hardship. facilities and discharge from the facilities into floodwaters,or VIOLATION.A development that is not fully compliant with impairment of the facilities and systems. this appendix or Section 1612,as applicable. G401.4 Water facilities.All new or replacement water facili- ties shall be designed in accordance with the provisions of Chapter 7, ASCE 24, to minimize or eliminate infiltration of SECTION G301 floodwaters into the systems. SUBDIVISIONS G401.5 Storm drainage.Storm drainage shall be designed to G301.1 General.Any subdivision proposal,including propos- convey the flow of surface waters to minimize or eliminate als for manufactured home parks and subdivisions, or other damage to persons or property. proposed new development in a flood hazard area shall be G401.6 Streets and sidewalks.Streets and sidewalks shall be reviewed to assure that: designed to minimize potential for increasing or aggravating 1. All such proposals are consistent with the need to mini- flood levels. mize flood damage; 2. All public utilities and facilities,such as sewer,gas,elec- tric and water systems are located and constructed to SECTION 6501 minimize or eliminate flood damage;and MANUFACTURED HOMES 3. Adequate drainage is provided to reduce exposure to G501.1 Elevation. All new and replacement manufactured flood hazards. homes to be placed or substantially improved in a flood hazard 6301.2 Subdivision requirements. The following require- area shall be elevated such that the lowest floorofthemanufac- ments shall apply in the case of any proposed subdivision, tared home is elevated to or above the design flood elevation. including proposals for manufactured home parks and subdivi- G501.2 Foundations.All new and replacement manufactured cions,any portion of which lies within a flood hazard area: homes, including substantial improvement of existing s. The flood hazard area, including floodways and areas manu- factured homes, shall be placed on a permanent, reinforced subject to high velocity wave action,as appropriate.shall foundation that is designed in accordance with Section 1612. be delineated on tentative and final subdivision plats: G501.3 Anchoring. All new and replacement manufactured 2. Design flood elevations shall be shown on tentative and homes to be placed or substantially improved in a flood hazard final subdivision plats; areashafl be installed using methods and practices which mini- mize flood damage. Manufactured homes shall be securely 3. Residential building lots shall be provided with adequate anchored to an adequately anchored foundation system to buildable area outside the floodway;and resist flotation, collapse and lateral movement. Methods of 4. The design criteria for utilities and facilities set forth in anchoring are authorized to include,but are not limited to.use this appendix and appropriate International Codes shall of over-the-top or frame ties to ground anchors. This require- be met. ment is in addition to applicable state and local anchoring requirements for resisting wind forces. SECTION G401 SITE IMPROVEMENT SECTION 6601 6901.1 Development infloodways.Development or land dis- RECREATIONAL VEHICLES turbing activity shall not be authorized in the floodwayunless it G601.1 Placement prohibited.The placement of recreational has been demonstrated through hydrologic and hydraulic anal- vehicles shall not be authorized in flood hazard areassubjectto yses performed in accordance with standard engineering prac- high velocity wave action and in floodways. 62' 2009 INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL di o a " a CTRO';oaonaEU ,OL, uaAaE oE�,.Loo.RG NDTHELCENLL AGREEMENT.AN:O SUBJECTTOCivn A„p CRIMINAL PENALTIES THER UNooER APPENDIX G G601.2 Temporary placement.Recreational vehicles in flood SECTION G901 hazard areas shall be fully licensed and ready for highway use, TEMPORARY STRUCTURES AND TEMPORARY and shall be placed on a site for less than 180 consecutive days. STORAGE G60I.3 Permanent placement.Recreational vehicles that are G901.1 Temporary structures.Temporary structures shall be erected for a period of less than 180 days.Temporary structures not fully licensed and ready for highway use, or that are to be shall he anchored to prevent flotation,collapse or lateral move- placed on a site for more than 180 consecutive days,shall meet the requirements of Section G501 for manufactured homes. ment resulting from hydrostatic loads,including the effects of buoyancy, during conditions of the design flood. Fully enclosed temporary structures shall have flood openings to allow for the automatic entry and exit of floodwaters. SECTION G701 6901.2 Temporary storage.Temporary storage includes stor- TANKS age of goods and materials for a period of less than 180 days. G701.1 Underground tanks.Underground tanks in flood haz- Stored materials shall not include hazardous materials. anlareasshall be anchored to prevent flotation,collapse orlat- G901.3 Floodway encroachment.Temporary structures and eral movement resulting from hydrostatic loads,including the temporary storage in floodways shall meet the requirements of effects of buoyancy,during conditions of the design flood. G103.5. 6701.2 Above-ground tanks. Above-ground tanks in flood hazard areas shall be elevated to or above the design floodele- vation or shall be anchored or otherwise designed and con- UTILITY AND MISCELLANEOUS GROUP U strutted to prevent flotation, collapse or lateral movement resulting from hydrodynamic and hydrostatic loads,including G1001.1 Utility and miscellaneous Group U.Utility and mis- the effects of buoyancy,during conditions of the design flood cellaneous Croup U includes buildings that are accessory in character and miscellaneous structures not classified in any 6701.3 Tank inlets and vents. In flood hazard areas, tank specific occupancy in the Interns(lona l Building Code.includ- inlets,fill openings,outlets and vents shall be: ing.but not limited to,agricultural buildings,aircraft hangars 1. At or above the design flood elevation or fitted with cov- (accessory to a one-or two-family residence),barns,carports, ers designed to prevent the inflow of floodwater or out- fences more than 6 feet(1829 mm)high,grain silos(accessory flow of the contents of the tanks during conditions of the to a residential occupancy), greenhouses, livestock shelters, design flood, private garages,retaining walls,sheds,stables and towers. 2. Anchored to prevent lateral movement resulting from 61001.2 Flood loads. Utility and miscellaneous Group U buildings and structures,including substantialimprovement of hydrodynamic and hydrostatic loads, including the effects of buoyancy, during conditions of the design such buildings and structures,shall be anchored to prevent fib- - flood. tation,collapse or lateral movement resulting from flood loads, including the effects of buoyancy, during conditions of the design flood. SECTION G801 G1001.3 Elevation.Utility and miscellaneous Group U build- OTHER BUILDING WORK ings and structures,including substantial improvement of such buildings and structures,shall be elevated such that the lowest G801.1 Detached accessory structures.Detached accessory floor, including basement, is elevated to or above the design structures shall be anchored to prevent flotation,collapse or floodelevation in accordance with Section 1612 ofthe Barna- eral movement resulting from hydrostatic loads,including the clonal Building Code. effects of buoyancy, during conditions of the design flood. G1001.4 Enclosures below design flood elevation. Fully Fully enclosed accessory structures shall have flood openings to allow for the automatic entry and exit of flood waters. enclosed areas below the design flood elevation shall beat or above grade on all sides and conform to the following: G801.2 Fences.Fences in floodways that may block the pas- 1. In flood hazard areas not subject to high-velocity wave sage of floodwaters, such as stockade fences and wire mesh action,enclosed areas shall have flood openings to allow fences,shall meet the requirement of Section G103.5. for the automatic inflow and outflow of floodwaters. G801.3 Oil derricks. Oil derricks located in flood hazard 2. In flood hazard areas subject to high-velocity wave areasshall be designed in conformance with the flood loads in action,enclosed areas shall have walls below the design Sections 1603.1.7 and 1612. flood elevation that are designed to break away or col- lapse from a water load less than that which would occur G801.9 Retaining walls,sidewalks and driveways.Retain- during the design flood, without causing collapse, dis- ingwalls,sidewalks and driveways shall meet the requirements placement or other structural damage to the building or of Section 1804.4. structure. 6801,5 Prefabricated swimming pools.Prefabricated swim- GI001.5 Flood-damage-resistant materials. Flood-dam- ming pools in floodwaysshall meet the requirements of Section age-resistant materials shall be used below the design floodele- Gl03,5. vation. 2009 INTERNATIONAL BUILDING CODE` 629 NTERNATIONALCODE COUNCIL co," g „ ":;," """ " `°r—°n�mtw7 7= AGREMEN, ,,oNBAro«.,r,.rCRJM]N:LPENAL [ESTNSuuNuex � eFme r r� ,.a�a «�s APPENDIX G 61001.6 Protection of mechanical,plumbing and electrical systems.Mechanical,plumbing and electrical systems.includ- ing plumbing fixtures,shall be elevated to or above the design flood elevation. Exception:Electrical systems,equipment and components, and heating, ventilating, air conditioning, and plumbing appliances,plumbing fixtures, duct systems and other ser- vice equipment shall be permitted to be located below the design flood elevation provided that they are designed and installed to prevent water from entering or accumulating within the components and to resist hydrostatic and hydro- dynamic loads and stresses, including the effects of buoy- ancy,during the occurrence of flooding to the design flood elevation in compliance with the flood-resistant construc- tion requirements of this code. Electrical wiring systems shall be permitted to be located below the design flood ele- vation provided they conform to the provisions of NFPA 70. SECTION 61101 REFERENCED STANDARDS ASCE 24-05 Flood Resistance Design G103.1, and Construction G401.3, G401.4 HUD 24 CFR Manufactured Home G201 Part 3280 Construction and Safety (1994) Standards IBC-09 International Building Code G102.2 NFPA 70-08 National Electrical Code G1001.6 630 2009 INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL d"'° m � F. w �.JE.a ANDCRIeaea " o� Feu m�mra �._�a�e�a _ oma E.�. n6xeEMENT,AND M1uetYCl TO CIVIL AND CRIMINAL P[rvNTIES iH6R¢Orvu¢p 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 781 MR: MASSACHUSETTS AMENDMENTS TO THE INTERNATIONAL BUILDING CODE 2009 CHAPTE' 15:APPENDICES IBC appendices are .•opted as follows: APPENDIX A:EMPLO . QUALIFICATIONS Reserved,not adopted APPENDIX B: BOARD OF AP' . • LS Reserved,not adopted, APPENDIX C:GROUP U-AGRICUL' URAL BUILDINGS Adopted and amended as follow C101.2 and C1013 Add two sect s: C101.2 Occupancy Thresholds. 1 uildings that exceed an occupancy to.' of 100, that would otherwise be classified as Grout Agricultural,shall be classifies ser their intended use. Exception. Riding arenas shall have an os upancy load Um' .f 100. C101.3 H-Use. Agricultural buildings used to sto- co • cial fertilizers,herbicides,or pesticides shall comply with 527 CMR,780 CMR, • • • .G.L.a 1328 with its associated regulations,as applicable. C1023 Delete. TABLE C102.1 Add a second footnote(b)to ALLO - :LE AREA. This footn s e is to read as follows: b. Greenhouses that comply wit• snow-load requirements are axe it from the area requirements set forth in 002. APPENDIX D:FIRE DISTRICTS ' . 'rved,not adopted APPENDIX E:SUPPLEMEN '• 'Y ACCESSIBILITY REQUIREMENTS Reserved,not adpted APPENDIX F:RODE 'ROOFING Adopted in its entirety. APPENDIX LOOD-RESISTANT CONSTRUCTION Amend as follows: APPENDIX G: FLOOD-RESISTANT CONSTRUCTION G101.3 Scope.Add the following last sentence: All buildings and structures including new or replacement manufactured homes erected in areas prone to flooding and/or coastal dunes shall be constructed and elevated as required by the provisions of this appendix. G102.1 General. Replace as follows: G102.1 General. This appendix, in conjunction with section 1612 and other sections of this code provides minimum requirements for development located in flood hazard areas and coastal dunes,including installation of utilities;placement andreplacement of manufactured homes;new construction and repair, reconstruction, rehabilitation or additions to existing construction; substantial improvement ofexisting buildings and structures,including restoration after damage, substantial repairs of foundations,temporary structures,and temporary or permanent storage, utility and miscellaneous Group U buildings and structures,and certain building work exempt from permit under section 105.2. Note. Work in both flood hazard areas and coastal dunes shall meet the requirements for both areas. G102.2 Replace as follows: G102.2 Establishment of Flood Hazard Areas. Flood hazard areas are established in section 1612. 8/6/10 780 CMR-Eighth Edition-301 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 115.00: continued G103 POWERS AND DUTIES Reserved G104 POWERS Reserved G105 VARIANCES Reserved 6201.2 Definitions. Add the following definitions and delete the definitions for DEVELOPMENT, FUNCTIONALLY DEPENDENT FACILITY,MANUFACTURED HOME PARK OR SUBDIVISION, VARIANCE,and VIOLATION: BREAKWAY WALL. A wall that is not part of the structural support of the building and intended,through its design and construction,to collapse under specific lateral forces,without causing damage to the elevated portion of the building or supporting foundation system. COASTAL DUNE, Any natural bill,mound or ridge of sediment landward of a coastal beach deposited by wind action or storm ovefwash. Coastal dune also means sediment deposited by artificial means and serving the purpose of storm damage prevention or flood control. For purposes of this appendix,a coastal dune is one that has been determined to be significant to the interests of flood control and/or storm damage prevention as defined in the Wetlands Protection Act,M.G.L c. 131,3 40. FLOOD HAZARD BOUNDARY MAP. An official map of a community where the boundaries of the flood,mudslide(i.e.,mudflow)related erosion areas have been designated as Zones A,M,and/or E. HIGHEST ADJACENT GRADE. The highest natural elevation of the ground surface,prior to construction,adjoining the proposed foundation walls of a structure. LATERAL ADDITION. an addition that expands the footprint of a building or structure including a manufactured home. STRUCTURE. (This definition is intended to be utilized with this Appendix.) A walled and roofed building, including a gas or liquid storage tank,that is principally above ground and affixed to a permanent site,as well as a manufactured home. SUBSTANTIAL REPALROFA FOUNDATION. Work to repairandfor replaceafoundation chat results in the repair or replacement of the portion of the foundation walls with a perimeter along the base of the foundation that equals or exceeds 50%of the perimeter of the base of the entire foundation measured in linear feet. The term"substantial repair of a foundation"also includes a building or structure including a manufactured home that has incurred a failure of a foundation regardless of the actual work done to repair or replace the foundation. SECTION G301 Replace the entire section as follows: SECTION 6301 Design and Construction Requirements in Flood Hazard Areas and Coastal Dunes. 6301-I General. Work subject to the requirements of Appendix 6 shall be designed by a registered design professional, Design certification shall be provided in accordance with section 1612.5. Construction documents shall indicate proposed details of floor,wall,foundation support components, loading computations, and other essential technical data used to meet the requirements of this appendix. G301.2 Elevation of Structures. 6301.2.1 In Flood Hazard Areas. For new buildings and structures, substantial improvements,new foundations,and replacement or substantial repair ofa foundation. theentirestr acture shall he elevated so that the lowest foor,including basement/cellars, is located at or above base flood elevation. For lateral additions that are a substantial improvement, only the addition shall he elevated so that the lowest floor, including basement/cellars,is located at or above base flood elevation. 8/6/10 780 CMR-Eighth Edition-302 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 115.00: continued Exception. The lowest floor for occupancies other than the R-use group may be constructed below base flood elevation provided it is designed in accordance with section 6.2 of ASCE 24. 6301.2.2 In Flood Hazard Areas Subject to High Velocity Wave Action. For new buildings and structures,substantial improvements,replacement or substantial repair of a foundation and lateral additions that are substantial improvements,the entire structure shall be elevated so that the bottom of the lowest horizontal structural member supporting the lowest floor,with the exception of mat or raft foundations,piling,pile caps,columns,grade beams and bracing,is located at an elevation that is at least two feet above the base flood elevation. For lateral additions that arc not a substantial improvement, only the addition shall be elevated so that the bottom of the lowest horizontal structural member of the lowest floor,with the exception of pilings or pile caps is located at an elevation that is at least two feet above the base flood elevation. 6301.2.3 In Coastal Dunes. For new buildings and stnmtures, new foundations, replacement or substantial repair of a foundation,or repair of a substantially damaged structure where damage is the result of a storm or flooding the entire structure shall be elevated so that the bottom of the lowest horizontal structural member of the lowest floor with the exception of pilings or pile caps is located at the elevation required by the Order of Conditions of the local Conservation Commission in accordance with the Wetlands Protection Act,M.G.L. c. 131, § 40 and Wetlands Protection regulations, 310 CMR 10.21 through 10.35. For lateral additions that are not a substantial improvement,only the addition shall be elevated so that the bottom of the lowest horizontal structural member of the lowest floor with the exception of pilings or pile caps is located at the elevation required by the Order of Conditions of the local Conservation Commission in accordance with the Wetlands Protection Act, M.G.L. c. 131, § 40 and theWetlands Protection regulations at 310 CMR 10.21 through 10.35. G301.3 Enclosures below Base Flood Elevation. 6301.3.1 Flood hazard areas. Enclosed spaces.including basements and cellars,are not permitted below the base flood elevation. Exception 1. Fully enclosed spaces in an area other than abasement/cellar,used for means of egress,entrance foyers,stairways and incidental storage are allowed but shall be designed to automatically equalize hydrostatic forces on exterior walls by allowing for the entry and exit of floodwaters in accordance with ASCE 24 section 2.6. Exception 2. Occupancies other than R-use group may be erected with habitable enclosed spaces or floors below the baseflood elevation provided that the following conditions are met: 1. All space below the base flood elevation plus one foot shall be constructed with walls and floors that are substantially impermeable to the passage of water. 2. All structural components subject to hydrostatic and hydrodynamic loads and stresses during the occurrence of flooding to the base flood elevation shall be capable of resisting such forces,including the effects of buoyancy. 3. All openings below the base flood elevation plus one foot shall be provided with water-tight closures and shall have adequate structural capacity to support all flood loads acting upon the closure surfaces. 4. All floor and wall penetrations for plumbing, mechanical and electrical systems shall be made water tight to prevent floodwater seepage through spaces between the penetration and wall construction materials. Sanitary sewer and storm drainage systems that have openings below the base flood elevation plus one foot shall be provided with shutoff valves or closure devices to prevent backwater flow during conditions of flooding. 6301.3.2 Flood Hazard Areas Subject to High Velocity Wave Action. All spaces that are less than two feet above the base flood elevation shall not be used for habitation and shall be free of obstruction except as permitted: I. Mat or raft foundations,piling,pile caps, bracing,grade beams and columns which provide structural support for the building. 2. Entrances and exits used for required means of egress. 8/6/10 780 CMR-Eighth Edition-303 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 115.00: continued 3. Incidental storage of portable or mobile items readily moved in the event of a storm. 4. Walls and partitions are permitted to enclose all or part of the space below the elevated floor provided that such walls and partitions are not part of the structural support of the building and are constructed with insect screening,open wood lattice, or non-supporting walls designed to break away or collapse without causing collapse, displacement or other structural damage to the elevated portion of the building or supporting foundation system due to the effect of wind and water loads as specified in section 16.00 acting simultaneously. G301.3.3 Coastal Dunes. Enclosures are not permitted below the lowest horizontal structural member of the lowest floor. G301.4 Lateral Additions That Are Substantial Improvements. If a substantial improvement consists exclusively ofa lateral addition that does not rely on the support of the existing structure,only the lateral addition must be erected in accordance with the applicable provisions of this appendix. In aflood hazard area subject to high-velocity wave action the addition and the existing structure must meet the provisions of this appendix. G301.5 Foundations. Foundations shall be designed in accordance with section 18,ASCE 7 and ASCE 24. Anchorage of buildings and structures shall be designed and connected to resist flotation,collapse or permanent lateral movement due to structural loads and stresses from flooding equal to the base flood. G301.5.2 Flood Hazard Areas Subjectto High Velocity Wave Action. Foundations for work meeting the elevation requirements of section G301.2.2 shall consist of pilings or columns. G301.5.3 Coastal Dunes. Foundations for work meeting the elevation requirements of section G301.2.3 shall consist of open pilings without footings to allow the movement of the dune. Exception. Where surface or subsurface conditions consist of non-erodible soil that prevents the use of pile foundations, spread footings or mat foundations may be permitted. Such foundations shall be anchored to prevent sliding, uplift or overturning of the footing and the non-erodible soil it is attached to and be designed to withstand any combination of loads. G401.1 Development in Floodways Reserved. G4013 Add before the first sentence: "In addition to complying with applicable provisions of 310 CMR 15.00: The State Environmental Code, Title 5: Standard Requirements for the Siting, Construction, Inspection,Upgrade and Expansion of On-site Sewage Treatment and Disposal Systems and for the Transport and Disposal of Septage and 314 CMR 3.00: Surface Water Discharge Permit Program and 314 CMR 5.00: Ground Water Discharge Permit Program." G401.4 Add before the first sentence: "In addition to complying with applicable provisions of 310 CMR 22.00 Drinking Water and the DEP Guidelines for Public Water Systems," G401.5 Storm Drainage Reserved. G401.6 Streets and Sidewalks Reserved. 6501.1 Replace the last phrase"to or above the design elevation:with"in accordance with section G301.2. G501.2 Add at the end of the paragraph"and section G301.6". G501.3 Add at the end of the first sentence"and in accordance with section G301.6"Delete the last two sentences. G701.2 Add the following phrase before the first sentence: "In addition to complying with applicable provisions of 527 CMR 9.00: Tanks and Containers," 8/6/10 780 CMR-Eighth Edition-304 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 115.00: continued G801.2 through 5 Delete subsections. G901.3 Floodway Encroachment Reserved. GI001.1 Replace the words"International Building Code"with`this code". G1001.6 Replace as follows: G1001.6 Protection of Mechanical and Electrical Systems in a Flood-hazard Zone: New and replacement electrical,heating,ventilating,air conditioning and other service equipment in a flood-hazard area shall either be placed above the base flood elevation or protected so as to prevent water from entering or accumulating within the system components during floods up to the base flood elevation in accordance with the mechanical code listed in Chapter 1.0. Installation of electrical wiring and outlets, switches,junction boxes and panels below the base flood elevation shall conform to the provisions of527 CMR 12.00:2008 Massachusetts Electrical Code(Amendments)listed in Chapter 1.0 for location of such items in wet locations. Duct insulation subject to water damage shall not be installed below the base flood elevation. APPENDIX H:Adopted in its entirety APPENDIX I:Adopted in its entirety. APPENDIX J:Amend as follows: J101.1 At the end of the first sentence add this text: 'when directly associated with the construction,alteration,repair,or demolition of buildings or structures.' APPENDIX K:ADMINISTRATIVE PROVISIONS Reserved,not adopted. APPENDIX AA: APPENDIX AA: STRETCH ENERGY CODE The Stretch Energy Code is the International Energy Conservation Code(IECC)2009 with Massachusetts Amendments(780 CMR 115.AA). 101.1, 101.2,and 10 Replace as follows: 101.1 TitleThis code -.11 be known as the Massachusetts Stretch Ener, '.de and shall be cited as such. It is referred to as"MI ode." 101.2 Scope. This code applies t. ,ew residential buildings, • ovations of or additions to existing residential buildings, new commercia .uildings, and a..' ons to existing commercial buildings. Renovations of existing commercial buildin: and rept. ent or reconstruction of existing commercial building components and elements,are not subl to e provisions of this code. Buildings not included in this scope shall comply with Chapter 13 o ' of the International Building Code 2009 with Massachusetts Amendments (780 CMR 13.01 or 34.1: or for Single-and Two-family dwellings at 780 CMR 61.00,or 93.00,as applicable. 1013 Purpose and Intent. The purp..e of this code is to prove a more energy efficient alternative to the base code energy for new and- sting buildings. A municipali .eeking to ensure that construction within its boundaries is deli: >. and built above the energy efficiency -quirements of 780 CMR may mandate adherence to this ..e. This code may be ..opted or rescinded by any municipality in the comm..wealth in the manner prescribed by law If adopted by a municipality,this code,rather than Chapter 13 or 34 of the Internationa [ding Code 2009 with Massachusetts Amendments(780 CMR 13.00 or 34.00)or for Single-and Two-family. .- gs at 780 CMR 61.00,or 93.00,as applicable,shall govern. This code shall regulate the design and construction of buildings to provide flexibility,and,permit the use of innovative approaches and techniques to achieve effective energy use. 101.43 Replace Exceptions as follows Exceptions: 8/6/10 780 CMR-Eighth Edition-305 Initial Construction Control Document 111 n To be submitted with the building permit application by a C. 4 Registered Design Professional for work per the 8th edition of the 1Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Hockanum Road Lot 39-006 Building Replacement Project Date: 8/19/16 Property Address: Hockanum Road,Northampton, MA 01060 Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Removal of an existing 40'x 64' steel framed building and installing a new 40'x 64' steel framed building on the existing foundation. I, David Vreeland,MA Registration Number: 46317, Expiration date: 6/30/18, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project Architectural X Structural Mechanical Fire Protection Electrical X Other: Construction Control for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, 1 shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or tp[N OF electronic signature and seal: g j %.„ y IDAVID A. . 33 VREELAND Wn CIVIL y t No.08317 Phone number:413-624-0126 Email: dvreeland@verizon.net s CH:Harts 00 t A F� � Building Official Usc Only Building Official Name: Permit No.: Date: Note I.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen, provide a description. Trial Version 10_09_2012 Vreeland Design Associates An integrative approach to residential design, engineering and site planning Date: August 19, 2016 To: Louis Hasbrouck Inspector of Buildings/Zoning Enforcement Northampton, MA 01060 From: David Vreeland,P.B. Vreeland Design Associates Re: Hockanum Road, Lot 39-006,Northampton, MA: Replacement of existing deteriorated 40'x 64' steel framed Storage Building with a new 40'x 64' steel framed building. Dear Louis, I have been consulting with Dwight Scott, General Construction& Environmental,Inc., about the replacement of the existing 40'x 64' badly deteriorated steel framed equipment storage building with a new steel framed building of the same size. See the attached floor plan and cross section. The use group classification is U. The building is located on Lot 39-006 on the east side of Hockanum Road just south of the dike. See the attached Assessors Map. The existing foundation and anchor bolts appear to be in good condition and adequate for the erection of the new steel framed building. The lot,as is the entire area south of the dike, is in the flood plain of the Connecticut River. The following is a summary of information for the proposed project: 1. The 100 Year Base Flood Elevation for this section of Hockanum Road is 123.0 feet with a flood hazard classification zone of A-13. See the attached section of the Flood Insurance Rate Map. The approximate location of the lot is marked. 2. Based on Northampton city mapping,the ground elevation at the building is 112.0 feet. See the attached section of the USGS Topographic map. The top of the foundation wall is approximately 9"-12"above the ground elevation and the floor slab is 9" down from the top of the foundation. The grade at the back, east, gable end of the building is approximately 4' lower to allow trucks to back up to a loading dock. 3. The enclosed area of the original and proposed 40'x 64' building is 2,560 sq.ft. In accordance with the 2009 IBC: Section G1001 —Utility and Miscellaneous Group U: G1001.4 Enclosures below design flood elevation: 1. In flood hazard areas not subject to high-velocity wave action,enclosed areas shall have flood openings to allow for the automatic inflow and outflow of floodwaters. From the ASCE 24-14 Flood Resistant Design and Construction: Section 2.7 Enclosures Below the Design Flood Elevation: 2.7.2.1 Non-Engineered Openings; the total net open area of all openings shall be at least 1 int for each sq.ft. of the gross enclosed area. Openings will be cut into the 2%"thick metal wall panels on the north and south 64' cave sides of the building, 12"or less above the adjacent finish grade. 3"x 3"welded wire mesh will be installed in the openings. Based on a 3/16"diameter wire the 3"x 3"mesh has an 88%open area which will require a total open area=(2560 in2/0.88)=2909 in2. An option that meets this requirement is to install six (6)openings,three(3)on each the north and south sides,with options for 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 opening size; 12"x 41"or 14"x 36"or 16%"x 30". Other variations are possible as long as they meet the criteria outlined above. 4. Any mechanical and electrical systems will be installed above the Base Flood Elevation or protected in accordance with 2009 IBC: G1001.6 Protection of mechanical,plumbing and electrical systems. 5. Since the enclosed area of the original building was not vented for flood waters there will be a potential net gain in terms of flood water storage volume with the new building. Assuming an average grade at the foundation of 112.0', an enclosed area of 2,560 ft', and with the base flood elevation= 123.0', the loss of flood storage volume would have been 123.0'— 112.0'= 11' x 2,560 ft2=28,160 ft3 gross volume. Assuming an approximate volume of 156 ft3 for the thickness of the foundation wall and 450 ft3 for the steel frame and wall panels, the net loss of flood storage volume for the original building was approximately 28,160 ft3—606 ft3 27,554 ft3. Since the new building is near identical to the old building in terms of construction details, but with flood openings there will be a potential net gain in storage volume of 27,554 ft3. Based on my calculations and the attached documentation,the proposed building and existing foundation system appears to be in compliance with 780 CMR: 115:00: G301 Design and Construction Requirements in Flood Hazard Areas and Coastal Dunes and the 2009 IBC: Section G1001. Please contact me if you have any questions or need additional information. Sincerely, �L OF A DAVID A, VA�..4 VRCIVIL '✓n � CIVIL David Vreeland,PE (C 183Q/�7y/// Vreeland Design AssociatesOW el/ ��T¢ 2 rt No-.rc tc-VW-A-OgW RE . PN-Yx JLC _. 'nC ..» 15.-a. 0 1 Of e b .�o..wx �4 ".0rl -irC�?i Er R4 _ F© } 4 } u..014 *L'J r s k 4A 4 OO I_.4j ,P j 'Ph-N4' ,..,wrj m A ` w t P V $ 1.D., ',.. Oif .jU..,m.Y o. 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