Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
42-089 (2)
170 GLENDALE W, 4 BP- 2010 -0595 GIs #: COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL e.142A) Category: BUILDING PERMIT Permit # BP- 2010 -0595 Project # JS- 2010 - 000867 L-st. Cost. $15000.00 Fe $ 105 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SITE ACQUISITIONS INC 55212 Lot Size(sq. ft.): 2265120.00 Owner: NORTHAMPTON CITY OF LEACHATE TREATMENT FACILITY Zoning: SR(100) / %WP%WSP 11 Applicant: SITE ACQUISITIONS INC AT. 170 GLENDALE RD Applicant Address: Phone: Insurance: 81 PINE ST (978) 430 -0006 TEWKSBURYMA01876 ISSUED ON. 1211512009 0:00:00 TO PERFORM THE FOLLOWING WORK.-REMOVE 3 ANTENNAS REPLACE W/6 NEW ANTENAS & ADD CABINET TO GROUND PAD (AT & T) 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: FeeType: Date Paid: Amount: Building 12/15/2009 0:00:00 $105.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo File # BP- 2010 -0595 APPLICANT /CONTACT PERSON SITE ACQUISITIONS INC ADDRESS /PHONE 81 PINE ST TEWKSBURY (978) 430 -0006 PROPERTY LOCATION 170 GLENDALE RD MAP 42 PARCEL 089 001 ZONE SR(100) / /WP /WSP II THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: REMOVE 3 ANTENNAS REPLACE W/6 NEW ANTENAS & ADD CABINET TO GROL.'ND PAD (AT & T) New Construction Non Structural interior renovations Addition to Existing, Accessory Structure Building Plans Included: Owner/ Statement or License 55212 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 Z zz��� 2 / /�rr � 5 n 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. Version 1.7 Commercial Building Permit May 15, 2000 l�epairtntant use only City of Northampton Status of F'drmit: Building Department or ut rlv r l elr It . 212 Main Street SewerSe #i A�w�albbi ; Room 100 'VhiterMti Auailltlt�+ `l Klorthampton, MA 01060 phone 413- 5.87 -1240 Fax 413- 587 -1272 �I�t/It�'�i�6��, +�therp + APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, THAN A ONE OR TWO FA SE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address This section to be completed by office Glendale Rd Northampton MA Map 42 Lot 079 Unit 002 Zone Overlay District Elm St, District CS District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record American Tower- City of Northampton l 10 Presidential Way Woburn MA Name (Print) Current Mailing Address: ;(781) 926 -4938 Signature Telephone 2.2 Authorized Agent: Mark Appleby 3A- 500 Enterprise Drive Rocky 11111,CT 06067 Name (Print) Current Mailing Address: :(860) 977 -2427 M Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed b permit applicant 1. Building . g ..N ✓ $15,000.009 (a) Buildin Permit Fee 2. Electrical N ... _..._ (b) Estimated Total Cost of 3. Plumbin I Construction from 6 �.,.. ' g Buildin Permit Fee . , a 4. Mechanical (HVAC) 5. Fire Protection 6. Total =0 +2+3+ 4 + 5) Check Number This Section For Official Use Onl Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date s Versionl.7 Commercial Building Permit May 15, 2000 SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition ❑ Repairs ❑ Additions ❑ Accessory Building ❑ Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing ❑ Change of Use ❑ Other ❑✓ Brief Description Remove existing 3 antennas from existing telecommunications tower and replace with 6 new Of Proposed Work: antennas and add a cabinet to existing ground pad see attached construction drawings SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A -1 ❑ A -2 ❑ A -3 ❑ 1A ❑ A -4 ❑ A -5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F -1 ❑ F -2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R -2 ❑ R -3 ❑ 5A ❑ S Storage ❑ S -1 ❑ S -2 ❑ 513 ❑ U Utility 13 Specify: 1 M Mixed Use ❑ Specify: 4 S Special Use ❑ Specify: �.. COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND /OR CHANGE IN USE Existing se Group: Proposed Use Group: . _...... Existing Hazard Index 780 CMR 34):.. 'I Proposed Hazard Index 780 CMR 34): a �, SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor (sf) i st 1 St 2 I nd nd 2 hY c � , _ . ..... , ...... _.. ,. .,A. 3rd Y 1 3 rd d 4m W �: 4tn .. .. . Total Area (sf) VI Total Proposed New Construction (sf) r ,,� Total Height (ft) Total Height ft 7. Water Supply (M.G.L. c. 40, § 54) F7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public E] Private ❑ e f Outside Flood Zone[] Municipal ❑ On site disposal system❑ t Versionl .7 Commercial Building Permit May 15, 2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front " Side L: R: R. r Rear Building Height p Bldg. Square Footage p % q Open Space Footage (Lot area minus bldg & paved p p arkin g) # of Parking Spaces Fi olume &Location d . A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON'T KNOW � YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW YES 0 IF YES: enter Book ILI Page` and /or Document # B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW YES 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 f D. Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location 1. .... .. ... _... .. E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part 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. y Versionl.7 Commercial Building Permit May 15, 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 ❑ Name (Registrant): P Registration Number Address u Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number 1 Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number it .. _. Signature Telephone Expiration Date I Name Area of Responsibility 3 Address Registration Number il Signature Telephone Expiration Date Name Area of Responsibility 9 Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Site Acquisitions Inc Not Applicable ❑ Company Name: Shawn Hancock Responsible In Charge of Construction 81 Pine St Tewksbury MA 01876 Addr s s(97 43 - 0006 !� ignature Telephone ` r Version 1.7 Commercial Building Permit May 15, 2000 SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 4 No Q SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT "American Tower Inc as Owner of the subject property hereby authorize Mark Ap p leby Agent for AT &T pp y g to act on my behalf, in all matters relative to w authorized by this building permit application. SEC /�'jr (*— 12/04/2009 Signature of Owner Date :Mark Appleby Agent for AT &T 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. Mark Appleby Agent for AT &T u Prinj Name .. 12/04/2009_ . Signature of Own /Age Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor Not Applicable ❑ Name of License Holder 'Shawn Hancock I CS 55212 License Number 81 Pine St Tewksbury MA 01876 " 09/13/2010 .. . Address Expiration Date "(978) 430 -0006 Si u 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 U No 0 City of Northampton Building Commissioner Anthony Patillo Anthony, I have enclosed what is needed for the building permit for changing the antennas at the existing telecommunications facility at Glendale Rd Northampton 2 sets of construction drawings BP application A passing structural analysis of the tower with antenna loading Copy of the construction managers license Certificate of insurance Letter of authorization from American Tower (tower owner) Check for $105.00 for the cost of permitting based on $15.000.00 for the work. Please call me with any questions Mark Appleby A IT Mobility 500 Enterprise Drive Suite 3A Rocky Hill, CT 06067 Office 860- 513- 7536 Mobile 860- 977- 2427 Fax 860- 513- 7190 E -Mail -Mark. Appleby@ att.com LETTER OF AUTHORIZATION SITE NO: 15035 SITE NAME: Northampton Landfill, MA ADDRESS: Westhampton Road Florence, MA 01062 d9t:Z ► 4 Q-C 0 6L. E #Co APN: /1rcV �iyt4hf>i eir� I, Richard Rossi, VP of Contract Management of American Tower *, owner of the tower facility located at the address identified above (the "Tower Facility "), do hereby authorize NEW CINGULAR WIRELESS PCS, LLC, its successors and assigns, ( "AT &T ") and /or its agent, to act as American Tower's non - exclusive agent for the sole purpose of filing and consummating any land -use or building permit application(s) necessary to obtain approval of the applicable jurisdiction for AT &T's installation of its antennas and related telecommunications equipment on the existing tower and Tower Facility. This installation shall not affect adjoining lands and will occur only within the area leased by American Tower. We understand that this application may be denied, modified or approved with conditions. The above authorization is limited to the acceptance by AT &T only of conditions related to AT &T's installation, provided that any such conditions of approval or modifications will be the sole responsibility of AT &T. The above authorization does not permit AT &T to modify or alter any existing permit(s) and /or zoning or Iand -use conditions or impose any additional conditions unrelated t _ AT &T's installation of telecommunications equipment without the prior writte pro of American Tower. Signatur Print N me: Ri and Rossi Contract Management American Tower* NOTARY BLOCK Commonwealth of MASSACHUSETTS County of Middlesex This instrument was acknowledged before me by Richard Rossi, VP of Contract Management of American Tower (Tower Facility owner), personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he /she executed the same. WITNESS my hand and official seal, this 1st day of December, 2009. NOTARY SEAL ^" Notary P My Com io xpires: " American Tower. {r{,is`- :defined as Americ owers, Inc. and any of its affiliates or subsidiaries.;`. Pd JS l fiy A M tsr, a -- ;2- n to W d Ct1 C1 •, • «� m - i z rn � r •a tit OR N {I: Q f! m� o r� a r'� 4A o °. o so Cs "I T 1 IA E w qq [b eti s I AcoR" CERTIFICATE OF LIABILITY INSURANCE F DATE(MM/DDIYYYY) 08/04/2009 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Obrey Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1E Commons Drive Unit 27 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Londonderry NH 03053 _ INS URERS AFFORDING COVERAGE NAIC_ #_ INSURED SITE AQUISITIONS INC INSU A AIG 22 KEEWAYDIN DR INSURERB. DIAMOND STATE INSURANCE INSURERc: LL_O_Y_D OF LONDON SALEM NH 03079 INSURERD: ONE BEACON INSURER E: COVERAGES THE POLIC IES OF INSURANCE LISTED BELOW HAVE BEEN ISSUE DTO 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR D-L POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS TYPE OF INSURANCE GENERAL LIABI LITY EACH OCCURRENCE 3 1,000,000 B X C_OMMERCIALGENERA� CLAIMS L LIABILITY CBLO635175 07/01/2009 07/01/2010 DAMAGE TO RENTED S 50,0 00 _ _ 7 MADE `!� I OCCUR MED EXP (Anyone eBanL_ - .0 _ PERSQNA,L& AQV I t 1,000,00_0 i GENE RAL AGGREGATE 2,000,DOO GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG 3 2,000,000 _i POLICY 1 7 PRO- LOC -- AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 D X X A NY AUTO 753- 02 -19 -21 -000 06/06/2009 06/06/2010 (Ea accident) ALL OW NED AUTOS BODILY INJURY j SCHEDULED AUTOS (Per person) S X I HIRED AUTOS BODILY INJURY $ X NON-OW NED AUTOS (Per accident) x COMP _$100 _ - -- i PROPERTY DAMAGE S X COLLISION $500 (Per accident) I , GARAGE LIABILITY AUTO ONLY -. EA ACCIDENT S ANY AUTO I OTHER THAN EA ACC S AUTO ONLY: AGG S EXCESS I UMBRELLA UABIUTY EACH OCCURRENCE $ 5,000,000 B X OCCUR �- _ J CLAIMS MADE CBL0635175 07/01/2009 07/01/2010 AGGREGATE $ 5,000,000 i DEDUCTIBLE RETENTION $ S WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS' UABILITY TORY11 A ' ANYPROPRIETOFWARTNE AIG08012009 08/01/2009 08/0112010 E.L. EACH ACCIDENT $1,000,000 OFFICERIMEMBEREXCLUDED? - ----- --- (Mandatory In NH) E. L. DISEASE - EA EMPLOYE $ 1 ,000,000 If yes. "scnbe under SPECIAL PROVISIONS bola. E.L. DISEASE - POLICY LIMIT S 1,000,000 OTHER C PROFESSIONAL LIABILITY B06646488OA08 06/02/2009 06/02/2010 PROF LIABILITY 2,000,000 A EMPLOYEE DISHONESTY CBL0635175 07101/2009 07/0112010 EMPL DISHONEST 1,000,000 OESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE JNTS PROOF OF INSURANCE DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3� DA NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO D IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS ' REPRESENTATIVES. Phone: AUTHORIZED REPRUEFA Fax: ACORD 25 (2009101 ) 488-200jAt:OIZD CO P RATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 4 11 TOW Structural Analysis Report Structure : 199 ft Valmont Monopole ATC Site Name : Northampton Landfill MA, MA ATC Site Number : 15035 Proposed Carrier : AT&T Mobility Carrier Site Name : Northampton Glendale Rd Carrier Site Number : 10071524 I MA 5241 County : Hampshire Engineering Number : 44062521 Date : October 15, 2009* Usage : 73% Portholes Required : No Submitted by: Michael Davenport, E.I. Design Engineer JA , EN ON a CIVIL N0.46131 American Tower Engineering Services °FaISTEaEO 400 Regency Forest Drive s�0MAi° �6C11 Cary, NC 27518 °..tb Phone: 919 -468 -0112 Engineering Number 44062521 October 15, 2009 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 199 ft. Valmont Monopole located near the intersection of Westhampton Rd. and Glendale Rd., Florence, MA 01062, Hampshire County (ATC Site No. 15035). The tower was originally designed and manufactured by Valmont (Drawing No. DD0848Z, dated June 24, 2000). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non - corroded condition. Basic Wind Speed: 75 mph (Fastest Mile) Radial Ice: 65 mph (Fastest Mile) w/ I /2" ice Code: TIA/EIA -222 -F / 2003 IBC Criteria per Section 1609.1.1, Exception (5) and Section 3108.4 / Massachusetts State Building Code, 7' Edition Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. Qty (ft) Antennas Mount Coax Carrier 199.0 9 50" x 10" Panels Low Profile Platform 9 15/8" Sprint Nextel 186.0 6 60" x 12" Panels Low Profile Platform 12 15/8" T- Mobile 150.0 6 Antel LPA- 80063/4CF (12) 15/8" Verizon 6 Antel LPA- 185080/8CF Low Profile Platform 150.0 1 16' Omni (1) 7/8" Town of Northampton 135.0 3 RFS APXV18- 206517 1 Side Arms 6 15/8" Youghioghen 73.0 1 GPS Flush (1)' /z' Sprint Nextel Proposed Antennas Elev. Qty Antennas Mount Coax Carrier (ft) 12 Kathrein 860 10025 175.0 6 Kathrein 800 10122 Low Profile Platform (6) 1 5/8 AT &T Mobility 6 Powerwave TT19- 08BP111 -001 Install proposed coax inside monopole. Engineering Number 44062521 October 15, 2009 Page 2 Results The maximum structure usage is: 73% Original Design Current Analysis o Pole Reactions /o Of Design Reactions Reactions Moment (ft-kips) 5,136.1 3,613.6 70 Shear (kips) 39.1 27.0 69 The structure base reactions resulting from this analysis are acceptable when compared to the reactions shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Conclusion Based on the analysis results, the structure meets the requirements per TIA/EIA -222 -F and MSBC 7`" Edition standards. The tower and foundation can support the existing and proposed antennas with the TX line distribution as described in this report. If you have any questions or require additional information, please call 919 - 466 -5147. Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: -- Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un- corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA -222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Job Information Pole: 15035 Code: TIA/EIA -222 Rev F Description : 199' Valmont Monopole Client : AT &T Mobility Location : Northampton Landfill MA, MA Shape : 16 Sides Base Elev (ft): 0.00 Copyright Semaan Engineering Solutions, Inc Height: 198.92 (ft) Taper: 0.183078(in/ft) Sections Properties Diameter (in) Overlap Steel 1 98' - 11'198 -0 Shaft Length Accross Flats Thick Joint Length Taper Grade S ection (ft) To Bottom in Type ( ) p (' ) yp (in) (in /ft) (ksi) 1 52.000 49.68 59.20 0.438 0.000 0.183078 65 186 2 36.000 45.16 51.75 0.375 Slip Joint 87.000 0.183078 65 3 35.917 40.49 47.07 0.344 Slip Joint 80.000 0.183078 65 4 52.917 32.48 42.17 0.281 Slip Joint 73.000 0.183078 65 175 0 47' -2" 5 47.167 25.22 33.85 0.219 Slip Joint 61.000 0.183078 65 7/32" Thick (65 KSI) Discrete Appurtenance Attach Force 1 10„ Elev (ft) Elev (ft) Qty Description 198.000 198.000 1 Low Profile Platform 1501-0 61 198.000 199.000 9 50" x 10" Panels 151 -9 186.000 186.000 1 Low Profile Platform 186.000 186.000 6 60" x 12" Panels 175.000 175.000 1 Flat Low Profile Platform 135' -0" 175.000 175.000 12 Kathrein 860 10025 175.000 175.000 6 Kathrein 800 10122 52' - 175.000 175.000 6 Powerwave TT1 9-08BP1 11 -001 9/65 ( Thick 150.000 150.000 6 Antel LPA- 80063/4CF (65 KSI) 150.000 150.000 6 Antel LPA- 18508018CF 150.000 158.000 1 16' Omni 150.000 150.000 1 Low Profile Platform 1101-0„ 135.000 135.000 3 Round Side Arm 135.000 135.000 3 RFS APXV18- 206517 73.000 73.500 1 GPS 73" 1 03'-11' 198' -11" Linear Appurtenance 1 " Elev (ft) Exposed 11/32" Thick From To Description To Wind (65 KSI) 0.000 73.000 1/2" Coax No 0.000 135.0 1 5/8" Coax No 73'-0" 0.000 150.0 1 5/8" Coax No 80 74' -1" 0.000 150.0 7/8" Coax No 0.000 175.0 1 5/8" Coax No 36' -0" 0.000 186.0 1 5/8" Coax No 3 Thick (6 5 KSI) 0.000 198.0 1 5/8" Coax No (6 52' -0 Load Cases 87 „ No Ice 75.00 mph Wind with No Ice 44' -9" Ice 64.95 mph Wind with Ice Twist/Sway 50.00 mph Wind with No Ice 52' -0" Reactions 7/16" Thick Moment Shear Axial (65 KSI) Load Case (Kip -ft) (Kips) (Kips) No Ice 3613.62 26.98 49.46 Ice 3011.99 21.84 56.90 Twist /Sway 1607.62 11.99 49.48 0'0" Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) Twist /Sway 0.00 0.000 0.000 1 98' -11' ' -0" 186' -0" m = q 175' -0 " 47' -2" 7/32" Thick (65 KSI) 1 56 , _10 „ 150 61 " 151 135 52' -11 " 9/32" Thick (65 KSI) 110'-0" 73" 1 03 , _11 „ 198' -11" 35' -11" 11/32" Thick (65 KSI) 73' -0 80 „ 74' -1" 36' -0" 3/8" Thick " L (65 KSI) 52' -0 87" 44' -9" 52' -0" 7/16" Thick (65 KSI) 0'0" Load Case: No Ice Max Stress 72.7% at 52.Oft 195.000 52 190.000 185.000 52 180.000 - 175.000 52 170.000 52 165.000 52 160.000 155.000 51 150.000 • . 145.000 140.000 52 135.000 52 130.000 52 125.000 52 120.000 52 115.000 52 110.000 52 0 105.000 51 100.000 52 95.000 w 90.000 52 85.000 52 80.000 52 75.000 70.000 52 65.000 60.000 52 55.000 52 50.000 52 44.750 . 40.000 52 35.000 52 30.000 52 25.000 20.000 1 52 15.000 .. • 52 10.000 . • 52 5.000 52 0.000 52 2.89 7.89 12.89 17.89 22.89 27.89 32.89 37.89 42.89 47.89 52 9 Stresses (ksi) Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:10,4 Height: 198.9 (ft) Page: 1 Shape : 16 Sides Base Dia: 59.20 (in) Top Dia: 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Shaft Section Properties Slip Bottom Top Sect Lenath Thick Fv Joint Joint Weiaht Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taoer Num (ft) (in) (ksi) Type Len (in) (lb) (in) (ft) (spin) (in ^4) Ratio Ratio (in) (ft) (sqin) (104) Ratio Ratio (in /ft) 1 52.000 0.4375 65 0.00 13,336 59.20 0.000 82.01 35775.4 25.32 135.3 49.68 52.00 68.72 21052.4 21.00 113.55 0.18308 2 36.000 0.3750 65 Slip Joint 87.00 7,047 51.75 44.75 61.47 20501.0 25.86 138.0 45.16 80.75 53.58 13580.7 22.37 120.44 0.18308 3 35.917 0.3438 65 Slip Joint 80.00 5,822 47.07 74.08 51.24 14136.9 25.65 136.9 40.49 110.0 44.03 8969.5 21.84 117.81 0.18308 4 52.917 0.2813 65 Slip Joint 73.00 5,985 42.17 103.9 37.59 8333.9 28.24 149.9 32.48 156.8 28.89 3786.2 21.38 115.51 0.18308 5 47.167 0.2188 65 Slip Joint 61.00 3,284 33.85 151.7 23.47 3354.9 29.19 154.7 25.22 198.9 17.45 1377.6 21.34 115.29 0.18308 Shaft Weight 35,474 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Flev Weight CaAa CaAa Weiqht CaAa CaAa From Face Ecc (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (ft) 198.0 Low Profile Platform 1 1500.00 21.700 1.00 1700.00 27.200 1.00 0.000 0.000 198.0 50" x 10" Panels 9 30.00 4.860 0.80 63.00 5.450 0.80 0.000 1.000 186.0 Low Profile Platform 1 1500.00 21.700 1.00 1700.00 27.200 1.00 0.000 0.000 186.0 60" x 12" Panels 6 30.00 7.000 0.80 55.00 7.600 0.80 0.000 0.000 175.0 Flat Low Profile Platform 1 1500.00 26.100 1.00 1700.00 31.600 1.00 0.000 0.000 175.0 Kathrein 860 10025 12 1.20 0.180 0.50 2.60 0.260 0.50 0.000 0.000 175.0 Kathrein 800 10122 6 59.50 7.610 0.82 104.10 8.400 0.82 0.000 0.000 175.0 PnwerwaveTT1q- ORBP111- 6 16.00 0.640 0.50 21_RO n_R20 0.50 n_nnn 0.000 150.0 Antel LPA- 80063/4CF 6 20.00 7.000 0.93 72.60 7.620 0.93 0.000 0.000 150.0 Antel LPA- 185080/8CF 6 7.00 2.790 0.88 25.04 3.250 0.88 0.000 0.000 150.0 16' Omni 1 45.00 4.800 1.00 89.00 6.400 1.00 0.000 8.000 150.0 Low Profile Platform 1 1500.00 21.700 1.00 1700.00 27.200 1.00 0.000 0.000 135.0 Round Side Arm 3 150.00 5.200 0.67 175.00 5.900 0.67 0.000 0.000 135.0 RFS APXV18- 206517 3 26.40 5.170 0.80 53.13 5.850 0.80 0.000 0.000 73.00 GPS 1 10.00 1.000 1.00 18.24 1.210 1.00 0.000 0.500 Totals 63 7663.60 9861.06 Number of Loadings: 15 Linear Appurtenance Properties Elev Elev - No Ice Ice From To Weight CaAa Weiqht CaAa Exposed (ft) ( ft) Description (lb /ft) (sf /ft) (lb /ft) (sf /ft) To Wind 0.00 198.00 (9) 1 5/8" Coax 7.38 0.00 0.00 0.00 N 0.00 186.00 (12) 1 5/8" Coax 9.84 0.00 0.00 0.00 N 0.00 175.00 (6) 1 5/8" Coax 4.92 0.00 0.00 0.00 N 0.00 150.00 (12) 1 5/8" Coax 9.84 0.00 0.00 0.00 N 0.00 150.00 (117/8" Coax 0.33 0.00 0.00 0.00 N 0.00 135.00 (6) 1 5/8" Coax 4.92 0.00 0.00 0.00 N 0.00 73.00 (1) 1/2" Coax 0.15 0.00 0.00 0.00 N Total Weight 6,353.13 (lb) 0.00(lb) Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:10,4 Height: 198.9 (ft) Page: 2 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 ( in /ft) Base Elev : 0.000 (ft) Segment Properties (Max Len : 5ft) Seq Top Flat Elev Thick Dia Area Ix W/t D/t Fy Fb Weight (ft) Description (in) (in) (in ^2) (in ^4) Ratio Ratio (ksi) (ksi) (lb) 0.00 0.4375 59.200 82.010 35,775.4 25.32 135.31 65 52 0.0 5.00 0.4375 58.285 80.733 34,129.4 24.91 133.22 65 52 1,384.4 10.00 0.4375 57.369 79.455 32,534.6 24.49 131.13 65 52 1,362.7 15.00 0.4375 56.454 78.178 30.990.4 24.08 129.04 65 52 1.341.0 20.00 0.4375 55.538 76.900 29,495.8 23.66 126.94 65 52 1,319.2 25.00 0.4375 54.623 75.623 28,050.0 23.24 124.85 65 52 1,297.5 30.00 0.4375 53.708 74.345 26,652.3 22.83 122.76 65 52 1,275.8 35.00 0.4375 52.792 73.068 25,301.8 22.41 120.67 65 52 1,254.0 40.00 0.4375 51.877 71.790 23,997.7 21.99 118.58 65 52 1,232.3 44.75 Bot - Section 2 0.4375 51.007 70.576 22.801.1 21.60 116.59 65 52 1.150.5 45.00 0.4375 50.961 70.513 22,739.2 21.58 116.48 65 52 112.3 50.00 0.4375 50.046 69.235 21,525.5 21.16 114.39 65 52 2,224.4 52.00 Top - Section 1 0.3750 50.430 59.878 18,952.9 25.16 134.48 65 52 878.4 55.00 0.3750 49.881 59.221 18,335.9 24.87 133.02 65 52 607.9 60.00 0.3750 48.965 58.126 17,337.4 24.38 130.57 65 52 998.3 65.00 0.3750 48.050 57.031 16,375.9 23.90 128.13 65 52 979.6 70.00 0.3750 47.135 55.936 15.450.6 23.41 125.69 65 52 961.0 73.00 0.3750 46.585 55.279 14,912.6 23.12 124.23 65 52 567.7 74.08 Bot - Section 3 0.3750 46.387 55.042 14,721.4 23.01 123.70 65 52 203.3 75.00 0.3750 46.219 54.841 14,560.9 22.92 123.25 65 52 330.9 80.00 0.3750 45.304 53.746 13,705.9 22.44 120.81 65 52 1,783.9 80.75 Ton - Section 2 0.3438 45.854 49.905 13.057.9 24.94 133.39 65 52 264.5 85.00 0.3438 45.076 49.052 12.399.5 24.49 131.13 65 52 715.5 90.00 0.3438 44.160 48.048 11.653.8 23.96 128.47 65 52 826.0 95.00 0.3438 43.245 47.044 10.938.5 23.43 125.80 65 52 808.9 100.0 0.3438 42.330 46.040 10,253.2 22.90 123.14 65 52 791.9 103.9 Bot - Section 4 0.3438 41.613 45.254 9,736.7 22.49 121.05 65 52 608.4 105.0 0.3438 41.414 45.036 9,597.1 22.37 120.48 65 52 304.6 110.0 0.3438 40.499 44.033 8,969.5 21.84 117.81 65 52 1,387.2 110.0 Top - Section 3 0.2813 41.061 36.587 7.686.7 27.45 146.00 65 51 0.1 115.0 0.2813 40.146 35.766 7,180.7 26.80 142.74 65 52 615.5 120.0 0.2813 39.231 34.945 6,697.3 26.15 139.49 65 52 601.5 125.0 0.2813 38.315 34.124 6,236.1 25.51 136.23 65 52 587.6 130.0 0.2813 37.400 33.302 5,796.6 24.86 132.98 65 52 573.6 135.0 0.2813 36.484 32.481 5,378.2 24.21 129.72 65 52 559.6 140.0 0.2813 35.569 31.660 4,980.5 23.56 126.47 65 52 545.6 145.0 0.2813 34.654 30.838 4.602.8 22.92 123.21 65 52 531.7 150.0 0.2813 33.738 30.017 4,244.8 22.27 119.96 65 52 517.7 151.7 Bot - Section 5 0.2813 33.418 29.730 4,124.0 22.04 118.82 65 52 178.0 155.0 0.2813 32.823 29.196 3,905.8 21.62 116.70 65 52 583.0 156.8 Top - Section 4 0.2188 32.925 22.823 3,084.1 28.35 150.51 65 51 324.4 160.0 0.2188 32.345 22.418 2,923.0 27.82 147.86 65 51 243.7 165.0 0.2188 31.430 21.779 2,680.2 26.99 143.68 65 52 376.0 170.0 0.2188 30.514 21.141 2.451.2 26.16 139.49 65 52 365.1 175.0 0.2188 29.599 20.502 2,235.7 25.32 135.31 65 52 354.2 180.0 0.2188 28.683 19.863 2,033.2 24.49 131.12 65 52 343.4 185.0 0.2188 27.768 19.224 1,843.2 23.66 126.94 65 52 332.5 186.0 0.2188 27.585 19.096 1,806.7 23.49 126.10 65 52 65.2 190.0 0.2188 26.853 18.585 1,665.5 22.83 122.75 65 52 256.4 195.0 0.2188 25.937 17.947 1.499.6 21.99 118.57 65 52 310.8 198.0 0.2188 25.388 17.563 1,405.6 21.49 116.06 65 52 181.2 198.9 0.2188 25.220 17.446 1,377.6 21.34 115.29 65 52 54.7 35,473.8 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:10,4 Height: 198.9 (ft) Page: 3 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 ( in / ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 0.00 1.00 14.400 24.33 370.00 0.720 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 14.400 24.33 364.27 0.720 0.00 5.00 24.476 17.62 428.9 0.0 1,384.4 10.00 0.00 1.00 14.400 24.33 358.55 0.720 0.00 5.00 24.095 17.35 422.2 0.0 1.362.7 15.00 0.00 1.00 14.400 24.33 352.83 0.720 0.00 5.00 23.713 17.07 415.5 0.0 1,341.0 20.00 0.00 1.00 14.400 24.33 347.11 0.720 0.00 5.00 23.332 16.80 408.8 0.0 1,319.2 25.00 0.00 1.00 14.400 24.33 341.39 0.720 0.00 5.00 22.950 16.52 402.1 0.0 1,297.5 30.00 0.00 1.00 14.400 24.33 335.67 0.720 0.00 5.00 22.569 16.25 395.5 0.0 1,275.8 35.00 0.00 1.01 14.644 24.74 332.73 0.720 0.00 5.00 22.187 15.97 395.4 0.0 1,254.0 40.00 0.00 1.05 15.214 25.71 333.26 0.720 0.00 5.00 21.806 15.70 403.7 0.0 1,232.3 44.75 Bot - Section 2 0.00 1.09 15.709 26.54 332.97 0.720 0.00 4.75 20.362 14.66 389.2 0.0 1.150.5 45.00 0.00 1.09 15.734 26.59 332.93 0.720 0.00 0.25 1.078 0.78 20.6 0.0 112.3 50.00 0.00 1.12 16.215 27.40 331.91 0.720 0.00 5.00 21.356 15.38 421.4 0.0 2,224.4 52.00 Top - Section 1 0.00 1.13 16.398 27.71 331.34 0.720 0.00 2.00 8.436 6.07 168.3 0.0 878.4 55.00 0.00 1.15 16.663 28.16 335.35 0.720 0.00 3.00 12.539 9.03 254.2 0.0 607.9 60.00 0.00 1.18 17.082 28.86 333.31 0.720 0.00 5.00 20.593 14.83 428.0 0.0 998.3 65_nn n_nn 1.21 17.477 29.53 33n-R4 n_72n n_no 5.00 2n_212 14.55 429_A n_n 979.6 70.00 0.00 1.2417.851 30.16 328.00 0.720 0.00 5.00 19.830 14.28 430.7 0.0 961.0 73.00 Appertunance(s) 0.00 1.2518.067 30.53 326.12 0.720 0.00 3.00 11.715 8.43 257.5 0.0 567.7 74.08 Bot - Section 3 0.00 1.26 18.143 30.66 325.42 0.720 0.00 1.08 4.197 3.02 92.6 0.0 203.3 75.00 0.00 1.2618.207 30.76 324.81 0.720 0.00 0.92 3.590 2.58 79.5 0.0 330.9 80.00 0.00 1.28 18.546 31.34 321.33 0.720 0.00 5.00 19.354 13.93 436.7 0.0 1,783.9 80.75 Top - Section 2 0.00 1.29 18.595 31.42 320.78 0.720 0.00 0.75 2.870 2.07 64.9 0.0 264.5 85.00 0.00 1.31 18.870 31.89 322.49 0.720 0.00 4.25 16.102 11.59 369.7 0.0 715.5 90.00 0.00 1.33 19.180 32.41 318.53 0.720 0.00 5.00 18.591 13.39 433.9 0.0 826.0 95.00 0.00 1.35 19.479 32.91 314.35 0.720 0.00 5.00 18.209 13.11 431.6 0.0 808.9 100.0 0.00 1.37 19.767 33.40 309.96 0.720 0.00 5.00 17.828 12.84 428.8 0.0 791.9 103.9 Bot - Section 4 0.00 1.38 19.985 33.77 306.38 0.720 0.00 3.92 13.700 9.86 333.1 0.0 608.4 105.0 0.00 1.39 20.044 33.87 305.38 0.720 0.00 1.08 3.797 2.73 92.6 0.0 304.6 110.0 0.00 1.41 20.312 34.32 300.62 0.720 0.00 5.00 17.300 12.46 427.6 0.0 1,387.2 110.0 Too - Section 3 0.00 1.41 20.312 34.32 300.62 0.720 0.00 0.00 0.001 0.00 0.0 0.0 0.1 115.0 0.00 1.42 20.572 34.76 299.90 0.720 0.00 5.00 16.917 12.18 423.5 0.0 615.5 120.0 0.00 1.44 20.823 35.19 294.84 0.720 0.00 5.00 16.537 11.91 419.0 0.0 601.5 125.0 0.00 1.46 21.068 35.60 289.65 0.720 0.00 5.00 16.155 11.63 414.1 0.0 587.6 130.0 0.00 1.48 21.305 36.00 284.32 0.720 0.00 5.00 15.774 11.36 408.9 0.0 573.6 135.0 Appertunance(s) 0.00 1.49 21.536 36.39 278.86 0.720 0.00 5.00 15.393 11.08 403.4 0.0 559.6 140.0 0.00 1.51 21.761 36.77 273.28 0.720 0.00 5.00 15.011 10.81 397.5 0.0 545.6 145.0 0.00 1.52 21.980 37.14 267.58 0.720 0.00 5.00 14.630 10.53 391.3 0.0 531.7 150.0 Appertunance(s) 0.00 1.54 22.194 37.50 261.78 0.720 0.00 5.00 14.248 10.26 384.8 0.0 517.7 151.7 Bot - Section 5 0.00 1.54 22.268 37.63 259.72 0.720 0.00 1.75 4.899 3.53 132.7 0.0 178.0 155.0 0.00 1.55 22.403 37.86 255.87 0.720 0.00 3.25 9.087 6.54 247.7 0.0 583.0 156.8 Top - Section 4 0.00 1.56 22.479 37.98 253.68 0.720 0.00 1.83 5.058 3.64 138.3 0.0 324.4 160.0 0.00 1.57 22.607 38.20 253.29 0.720 0.00 3.17 8.610 6.20 236.9 0.0 243.7 165.0 0.00 1.58 22.807 38.54 247.21 0.720 0.00 5.00 13.286 9.57 368.7 0.0 376.0 170.0 0.00 1.59 23.002 38.87 241.03 0.720 0.00 5.00 12.905 9.29 361.2 0.0 365.1 175.0 Appertunance(s) 0.00 1.61 23.194 39.19 234.77 0.720 0.00 5.00 12.524 9.02 353.4 0.0 354.2 180.0 0.00 1.62 23.381 39.51 228.43 0.720 0.00 5.00 12.142 8.74 345.4 0.0 343.4 185.0 0.00 1.63 23.565 39.82 222.01 0.720 0.00 5.00 11.761 8.47 337.2 0.0 332.5 186.0 Appertunance(s) 0.00 1.63 23.601 39.88 220.71 0.720 0.00 1.00 2.306 1.66 66.2 0.0 65.2 190.0 0.00 1.64 23.745 40.12 215.51 0.720 0.00 4.00 9.073 6.53 262.1 0.0 256.4 195.0 0.00 1.66 23.922 40.42 208.93 0.720 0.00 5.00 10.998 7.92 320.1 0.0 310.8 198.0 Appertunance(s) 0.00 1.66 24.027 40.60 204.96 0.720 0.00 3.00 6.416 4.62 187.6 0.0 181.2 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA `( 10/15/2009 9:59:10 A Height: 198.9 (ft) Page: 4 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (i n /ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.9 0.00 1.67 24.058 40.65 203.73 0.720 0.00 0.92 1.936 1.39 56.7 0.0 54.7 Totals: 198.92 15,920.0 0.0 35,473.8 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:10,4 Height: 198.9 (ft) Page: 5 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa GaAa Ecc Ecc FX Y z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (lb) (lb -ft) (lb -ft) (lb) 73.00 GPS 1 18.102 30.592 1.00 1.00 0.000 0.500 30.59 0.00 15.30 10.00 135.0 Round Side Arm 3 21.536 36.396 0.67 10.45 0.000 0.000 380.41 0.00 0.00 450.00 135.0 RFS APXV18- 206517 3 21.536 36.396 0.80 12.41 0.000 0.000 451.60 0.00 0.00 79.20 150.0 Antel LPA- 80063/4CF 6 22.194 37.508 0.93 39.06 0.000 0.000 1,465.08 0.00 0.00 120.00 150.0 Antel LPA- 18508018CF 6 22.194 37.508 0.88 14.73 0.000 0.000 552.54 0.00 0.00 42.00 150.0 16' Omni 1 22.526 38.069 1.00 4.80 0.000 8.000 182.73 0.00 1,461.86 45.00 150.0 Low Profile Platform 1 22.194 37.508 1.00 21.70 0.000 0.000 813.93 0.00 0.00 1,500.00 175.0 Flat Low Profile Pla 1 23.194 39.197 1.00 26.10 0.000 0.000 1.023.05 0.00 0.00 1.500.00 175.0 Kathrein 860 10025 12 23.194 39.197 0.50 1.08 0.000 0.000 42.33 0.00 0.00 14.40 175.0 Kathrein 800 10122 6 23.194 39.197 0.82 37.44 0.000 0.000 1,467.59 0.00 0.00 357.00 175.0 Powerwave TT19- 6 23.194 39.197 0.50 1.92 0.000 0.000 75.26 0.00 0.00 96.00 186.0 Low Profile Platform 1 23.601 39.886 1.00 21.70 0.000 0.000 865.52 0.00 0.00 1,500.00 186.0 60" x 12" Panels 6 23.601 39.886 0.80 33.60 0.000 0.000 1,340.17 0.00 0.00 180.00 198.0 Low Profile Platform 1 24.027 40.605 1.00 21.70 0.000 0.000 881.12 0.00 0.00 1,500.00 19R_0 5n" x 1 n" Panels 9 24_nR1 4n_663 n_Rn 34.99 n_nnn 1 _nnn 1.422_R9 n_nn 1.422_R9 27n-nn 10,994.83 7,663.60 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:10 A Height: 198.9 (ft) Page: 6 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (lb) (lb) (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 428.87 1,571.35 0.00 0.00 10.00 422.18 1.549.61 0.00 0.00 15.00 415.50 1.527.88 0.00 0.00 20.00 408.82 1,506.14 0.00 0.00 25.00 402.13 1,484.40 0.00 0.00 30.00 395.45 1,462.67 0.00 0.00 35.00 395.36 1,440.93 0.00 0.00 40.00 403.67 1.419.20 0.00 0.00 44.75 389.23 1,328.10 0.00 0.00 45.00 20.64 121.62 0.00 0.00 50.00 421.36 2,411.25 0.00 0.00 52.00 168.31 953.20 0.00 0.00 55.00 254.23 720.04 0.00 0.00 60.00 428.04 1.185.17 0.00 0.00 65.00 429.83 1.166.54 0.00 0.00 70.00 430.74 1,147.91 0.00 0.00 73.00 288.13 689.80 0.00 15.30 74.08 92.65 243.67 0.00 0.00 75.00 79.52 365.05 0.00 0.00 80.00 436.74 1,970.07 0.00 0.00 80.75 64.94 292.43 0.00 0.00 85.00 369.71 873.77 0.00 0.00 90.00 433.89 1,012.17 0.00 0.00 95.00 431.60 995.09 0.00 0.00 100.0 428.80 978.01 0.00 0.00 103.9 333.15 754.24 0.00 0.00 105.0 92.62 344.88 0.00 0.00 110.0 427.57 1.573.34 0.00 0.00 110.0 0.03 0.10 0.00 0.00 115.0 423.46 801.60 0.00 0.00 120.0 419.01 787.68 0.00 0.00 125.0 414.15 773.71 0.00 0.00 130.0 408.93 759.74 0.00 0.00 135.0 1,235.38 1,274.96 0.00 0.00 140.0 397.48 707.19 0.00 0.00 145.0 391.28 693.22 0.00 0.00 150.0 3,399.07 2,386.25 0.00 1,461.86 151.7 132.73 216.72 0.00 0.00 155.0 247.71 654.93 0.00 0.00 156.8 138.34 365.03 0.00 0.00 160.0 236.85 313.79 0.00 0.00 165.0 368.72 486.68 0.00 0.00 170.0 361.20 475.82 0.00 0.00 175.0 2,961.67 2,432.35 0.00 0.00 180.0 345.44 429.48 0.00 0.00 185.0 337.22 418.61 0.00 0.00 186.0 2,271.93 1,762.42 0.00 0.00 190.0 262.14 285.97 0.00 0.00 195.0 320.13 347.68 0.00 0.00 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA 10/15/2009 9:59:10,4 Height: 198.9 (ft) Page: 7 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.0 2,491.58 1,973.39 0.00 1,422.89 198.9 56.67 54.68 0.00 0.00 Totals: 26,914.80 49,490.53 0.00 2,900.05 Pole: 15035 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:10 A Height: 198.9 (ft) Page: 8 Shape : 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) T 0.183078 ( in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (in) (in) (in) (deg) 0.00 - 26.977 - 49.456 0.000 0.000 0.000 - 3,613.618 0.000 0.000 0.000 0.000 5.00 - 26.664 - 47.820 0.000 0.000 0.000 - 3.478.738 -0.076 0.000 0.076 -0.141 10.00 - 26.351 - 46.206 0.000 0.000 0.000 - 3,345.421 -0.300 0.000 0.300 -0.283 15.00 - 26.038 - 44.616 0.000 0.000 0.000 - 3,213.668 -0.673 0.000 0.673 -0.427 20.00 - 25.726 - 43.048 0.000 0.000 0.000 - 3,083.478 -1.197 0.000 1.197 -0.571 25.00 - 25.413 - 41.504 0.000 0.000 0.000 - 2,954.853 -1.874 0.000 1.874 -0.717 30.00 - 25.100 - 39.982 0.000 0.000 0.000 - 2,827.792 -2.703 0.000 2.703 -0.863 35.00 - 24.780 - 38.484 0.000 0.000 0.000 - 2,702.295 -3.686 0.000 3.686 -1.011 40.00 - 24.444 - 37.011 0.000 0.000 0.000 - 2.578.395 -4.825 0.000 4.825 -1.159 44.75 - 24.072 - 35.661 0.000 0.000 0.000 - 2,462.289 -6.050 0.000 6.050 -1.301 45.00 - 24.098 - 35.506 0.000 0.000 0.000 - 2,456.271 -6.119 0.000 6.119 -1.309 50.00 - 23.679 - 33.062 0.000 0.000 0.000 - 2,335.783 -7.570 0.000 7.570 -1.459 52.00 - 23.529 - 32.083 0.000 0.000 0.000 - 2,288.425 -8.194 0.000 8.194 -1.520 55.00 - 23.326 - 31.317 0.000 0.000 0.000 - 2.217.840 -9.179 0.000 9.179 -1.611 6n-nn - 22.951 - 30.078 0.000 0.000 0.000 - 2.1n1.211 - 10.956 0.000 10.956 -1.779 65.00 - 22.568 - 28.860 0.000 0.000 0.000 - 1.986.456 - 12.909 0.000 12.909 -1.947 70.00 - 22.162 - 27.676 0.000 0.000 0.000 - 1.873.616 - 15.037 0.000 15.037 -2.114 73.00 - 21.881 - 26.972 0.000 0.000 0.000 - 1,807.115 - 16.398 0.000 16.398 -2.216 74.08 - 21.795 - 26.719 0.000 0.000 0.000 - 1,783.411 - 16.906 0.000 16.906 -2.253 75.00 - 21.747 - 26.319 0.000 0.000 0.000 - 1,763.433 - 17.341 0.000 17.341 -2.284 80.00 - 21.269 - 24.333 0.000 0.000 0.000 - 1,654.702 - 19.823 0.000 19.823 -2.451 80.75 - 21.227 - 24.013 0.000 0.000 0.000 - 1.638.750 - 20.210 0.000 20.210 -2.477 85.00 - 20.883 - 23.099 0.000 0.000 0.000 - 1,548.535 - 22.479 0.000 22.479 -2.619 90.00 - 20.467 - 22.048 0.000 0.000 0.000 - 1,444.124 - 25.313 0.000 25.313 -2.791 95.00 - 20.048 - 21.016 0.000 0.000 0.000 - 1,341.790 - 28.326 0.000 28.326 -2.961 100.0 - 19.620 - 20.012 0.000 0.000 0.000 - 1,241.550 - 31.516 0.000 31.516 -3.129 103.9 - 19.273 - 19.249 0.000 0.000 0.000 - 1,164.699 - 34.137 0.000 34.137 -3.259 105.0 - 19.194 - 18.877 0.000 0.000 0.000 - 1,143.826 - 34.880 0.000 34.880 -3.296 110.0 - 18.699 - 17.305 0.000 0.000 0.000 - 1.047.856 - 38.417 0.000 38.417 -3.458 110.0 - 18.723 - 17.279 0.000 0.000 0.000 - 1,047.849 - 38.418 0.000 38.418 -3.458 115.0 - 18.300 - 16.450 0.000 0.000 0.000 - 954.240 - 42.123 0.000 42.123 -3.617 120.0 - 17.879 - 15.636 0.000 0.000 0.000 - 862.741 - 46.006 0.000 46.006 -3.797 125.0 - 17.458 - 14.841 0.000 0.000 0.000 - 773.346 - 50.074 0.000 50.074 -3.971 130.0 - 17.036 - 14.064 0.000 0.000 0.000 - 686.058 - 54.319 0.000 54.319 -4.137 135.0 - 15.745 - 12.841 0.000 0.000 0.000 - 600.879 - 58.734 0.000 58.734 -4.295 140.0 - 15.325 - 12.128 0.000 0.000 0.000 - 522.156 - 63.309 0.000 63.309 -4.444 145.0 - 14.907 - 11.433 0.000 0.000 0.000 - 445.533 - 68.034 0.000 68.034 -4.582 150.0 - 11.339 -9.314 0.000 0.000 0.000 - 369.539 - 72.897 0.000 72.897 -4.708 151.7 - 11.198 -9.098 0.000 0.000 0.000 - 349.689 - 74.629 0.000 74.629 -4.750 155.0 - 10.905 -8.455 0.000 0.000 0.000 - 313.304 - 77.885 0.000 77.885 -4.825 156.8 - 10.744 -8.093 0.000 0.000 0.000 - 293.304 - 79.744 0.000 79.744 -4.865 160.0 - 10.493 -7.784 0.000 0.000 0.000 - 259.290 - 82.990 0.000 82.990 -4.931 165.0 - 10.097 -7.312 0.000 0.000 0.000 - 206.824 - 88.210 0.000 88.210 -5.044 170.0 -9.706 -6.856 0.000 0.000 0.000 - 156.338 - 93.540 0.000 93.540 -5.141 175.0 -6.542 -4.693 0.000 0.000 0.000 - 107.811 - 98.960 0.000 98.960 -5.217 180.0 -6.162 -4.292 0.000 0.000 0.000 - 75.103 - 104.450 0.000 104.450 -5.275 185.0 -5.789 -3.904 0.000 0.000 0.000 - 44.292 - 109.991 0.000 109.991 -5.317 186.0 -3.364 -2.359 0.000 0.000 0.000 - 38.503 - 111.104 0.000 111.104 -5.324 190.0 -3.077 -2.098 0.000 0.000 0.000 - 25.046 - 115.567 0.000 115.567 -5.344 195.0 -2.727 -1.781 0.000 0.000 0.000 -9.659 - 121.164 0.000 121.164 -5.358 198.0 -0.061 -0.049 0.000 0.000 0.000 -0.056 - 124.528 0.000 124.528 -5.362 Pole: 15035 Code: TIA/EIA -222 Rev F CopyrightSemaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10115/2009 9:59:10 A Height: 198.9 (ft) Page: 9 Shape : 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.9 -0.057 0.000 0.000 0.000 0.000 0.000 - 125.557 0.000 125.557 -5.362 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:10 A Height: 198.9 (ft) Page: 10 Shape : 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) T 0.183078 ( in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (1) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) R at i o 0.00 0.60 0.67 0.00 0.00 0.00 36.58 37.20 52.0 0.0 0.715 5.00 0.59 0.67 0.00 0.00 0.00 36.34 36.95 52.0 0.0 0.711 10.00 0.58 0.67 0.00 0.00 0.00 36.09 36.69 52.0 0.0 0.706 15.00 0.57 0.67 0.00 0.00 0.00 35.81 36.40 52.0 0.0 0.700 20.00 0.56 0.68 0.00 0.00 0.00 35.52 36.10 52.0 0.0 0.694 25.00 0.55 0.68 0.00 0.00 0.00 35.20 35.77 52.0 0.0 0.688 30.00 0.54 0.68 0.00 0.00 0.00 34.86 35.42 52.0 0.0 0.681 35.00 0.53 0.69 0.00 0.00 0.00 34.49 35.04 52.0 0.0 0.674 40.00 0.52 0.69 0.00 0.00 0.00 34.10 34.63 52.0 0.0 0.666 44.75 0.51 0.69 0.00 0.00 0.00 33.70 34.22 52.0 0.0 0.658 45.00 0.50 0.69 0.00 0.00 0.00 33.68 34.20 52.0 0.0 0.658 50.00 0.48 0.69 0.00 0.00 0.00 33.22 33.72 52.0 0.0 0.649 52.00 0.54 0.79 0.00 0.00 0.00 37.25 37.81 52.0 0.0 0.727 55.00 0.53 0.80 0.00 0.00 0.00 36.91 37.46 52.0 0.0 0.721 60.00 0.52 0.80 0.00 0.00 0.00 36.30 36.85 52.0 0.0 0.709 65.00 0.51 0.80 0.00 0.00 0.00 35.66 36.19 52.0 0.0 0.696 70.00 0.49 0.80 0.00 0.00 0.00 34.97 35.49 52.0 0.0 0.683 73.00 0.49 0.80 0.00 0.00 0.00 34.54 35.05 52.0 0.0 0.674 74.08 0.49 0.80 0.00 0.00 0.00 34.38 34.89 52.0 0.0 0.671 75.00 0.48 0.80 0.00 0.00 0.00 34.24 34.75 52.0 0.0 0.668 80.00 0.45 0.80 0.00 0.00 0.00 33.46 33.94 52.0 0.0 0.653 80.75 0.48 0.86 0.00 0.00 0.00 35.20 35.72 52.0 0.0 0.687 85.00 0.47 0.86 0.00 0.00 0.00 34.44 34.94 52.0 0.0 0.672 90.00 0.46 0.86 0.00 0.00 0.00 33.48 33.97 52.0 0.0 0.653 95.00 0.45 0.86 0.00 0.00 0.00 32.45 32.93 52.0 0.0 0.633 100.00 0.43 0.86 0.00 0.00 0.00 31.36 31.83 52.0 0.0 0.612 103.92 0.43 0.86 0.00 0.00 0.00 30.45 30.91 52.0 0.0 0.595 105.00 0.42 0.86 0.00 0.00 0.00 30.20 30.65 52.0 0.0 0.590 110.00 0.39 0.86 0.00 0.00 0.00 28.94 29.37 52.0 0.0 0.565 110.00 0.47 1.03 0.00 0.00 0.00 34.24 34.76 51.4 0.0 0.676 115.00 0.46 1.03 0.00 0.00 0.00 32.64 33.15 52.0 0.0 0.638 120.00 0.45 1.03 0.00 0.00 0.00 30.92 31.41 52.0 0.0 0.604 125.00 0.43 1.03 0.00 0.00 0.00 29.07 29.56 52.0 0.0 0.568 130.00 0.42 1.03 0.00 0.00 0.00 27.08 27.56 52.0 0.0 0.530 135.00 0.40 0.98 0.00 0.00 0.00 24.94 25.39 52.0 0.0 0.488 140.00 0.38 0.98 0.00 0.00 0.00 22.81 23.26 52.0 0.0 0.447 145.00 0.37 0.98 0.00 0.00 0.00 20.52 20.96 52.0 0.0 0.403 150.00 0.31 0.76 0.00 0.00 0.00 17.97 18.33 52.0 0.0 0.352 151.75 0.31 0.76 0.00 0.00 0.00 17.33 17.69 52.0 0.0 0.340 155.00 0.29 0.76 0.00 0.00 0.00 16.11 16.45 52.0 0.0 0.316 156.83 0.35 0.95 0.00 0.00 0.00 19.16 19.58 50.7 0.0 0.386 160.00 0.35 0.95 0.00 0.00 0.00 17.55 17.97 51.1 0.0 0.351 165.00 0.34 0.94 0.00 0.00 0.00 14.84 15.26 51.8 0.0 0.294 170.00 0.32 0.93 0.00 0.00 0.00 11.91 12.34 52.0 0.0 0.237 175.00 0.23 0.65 0.00 0.00 0.00 8.73 9.03 52.0 0.0 0.174 180.00 0.22 0.63 0.00 0.00 0.00 6.48 6.79 52.0 0.0 0.131 185.00 0.20 0.61 0.00 0.00 0.00 4.08 4.41 52.0 0.0 0.085 186.00 0.12 0.36 0.00 0.00 0.00 3.60 3.77 52.0 0.0 0.073 190.00 0.11 0.33 0.00 0.00 0.00 2.47 2.65 52.0 0.0 0.051 195.00 0.10 0.31 0.00 0.00 0.00 1.02 1.24 52.0 0.0 0.024 198.00 0.00 0.01 0.00 0.00 0.00 0.01 0.02 52.0 0.0 0.000 Pole: 15035 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:11 P Height: 198.9 (ft) Page: 11 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.92 0.00 0.01 0.00 0.00 0.00 0.00 0.01 52.0 0.0 0.000 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:11 P Height: 198.9 (ft) Page: 12 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) X Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: ice 64.95 mph Wind with Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 0.00 1.00 10.799 18.25 320.42 0.720 0.50 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 10.799 18.25 315.46 0.720 0.50 5.00 24.893 17.92 327.1 182.3 1.566.8 10.00 0.00 1.00 10.799 18.25 310.51 0.720 0.50 5.00 24.511 17.65 322.1 179.5 1.542.2 15.00 0.00 1.00 10.799 18.25 305.55 0.720 0.50 5.00 24.130 17.37 317.1 176.6 1,517.6 20.00 0.00 1.00 10.799 18.25 300.60 0.720 0.50 5.00 23.748 17.10 312.1 173.8 1,493.0 25.00 0.00 1.00 10.799 18.25 295.64 0.720 0.50 5.00 23.367 16.82 307.1 171.0 1,468.5 30.00 0.00 1.00 10.799 18.25 290.69 0.720 0.50 5.00 22.986 16.55 302.0 168.1 1,443.9 35.00 0.00 1.01 10.982 18.56 288.15 0.720 0.50 5.00 22.604 16.27 302.1 165.3 1,419.3 40.00 0.00 1.05 11.410 19.28 288.60 0.720 0.50 5.00 22.223 16.00 308.5 162.4 1,394.7 44.75 Bot - Section 2 0.00 1.09 11.781 19.91 288.35 0.720 0.50 4.75 20.758 14.95 297.6 151.8 1.302.3 45.00 0.00 1.09 11.800 19.94 288.32 0.720 0.50 0.25 1.099 0.79 15.8 8.1 120.4 50.00 0.00 1.12 12.161 20.55 287.44 0.720 0.50 5.00 21.772 15.68 322.2 159.1 2,383.4 52.00 Top - Section 1 0.00 1.13 12.298 20.78 286.94 0.720 0.50 2.00 8.602 6.19 128.7 63.2 941.6 55.00 0.00 1.1512.496 21.11 290.410.720 0.50 3.0012.789 9.21 194.5 93.8 701.7 60.00 0.00 1.18 12.811 21.65 288.65 0.720 0.50 5.00 21.010 15.13 327.5 153.4 1.151.7 65.00 0.00 1.21 13.107 22.15 286.51 0.720 0.50 5.00 20.628 14.95 329.0 150.6 1.130.2 70.00 0.00 1.24 13.388 22.62 284.04 0.720 0.50 5.00 20.247 14.58 329.8 147.7 1.108.7 73.00 Appertunance(s) 0.00 1.25 13.549 22.89 282.42 0.720 0.50 3.00 11.965 8.61 197.3 87.6 655.3 74.08 Bot - Section 3 0.00 1.26 13.606 22.99 281.81 0.720 0.50 1.08 4.287 3.09 71.0 31.5 234.8 75.00 0.00 1.26 13.654 23.07 281.29 0.720 0.50 0.92 3.666 2.64 60.9 27.0 357.9 80.00 0.00 1.28 13.908 23.50 278.27 0.720 0.50 5.00 19.770 14.23 334.6 144.2 1,928.1 80.75 Top - Section 2 0.00 1.29 13.946 23.56 277.80 0.720 0.50 0.75 2.933 2.11 49.8 21.6 286.1 85.00 0.00 1.31 14.151 23.91 279.28 0.720 0.50 4.25 16.456 11.85 283.4 120.1 835.7 90.00 0.00 1.33 14.384 24.31 275.85 0.720 0.50 5.00 19.008 13.69 332.7 138.5 964.5 95.00 0.00 1.35 14.608 24.68 272.23 0.720 0.50 5.00 18.626 13.41 331.1 135.7 944.6 100.0 0.00 1.37 14.824 25.05 268.42 0.720 0.50 5.00 18.245 13.14 329.1 132.8 924.7 103.9 Bot - Section 4 0.00 1.38 14.988 25.32 265.33 0.720 0.50 3.92 14.026 10.10 255.8 102.3 710.7 105.0 0.00 1.39 15.032 25.40 264.45 0.720 0.50 1.08 3.888 2.80 71.1 28.5 333.1 110.0 0.00 1.41 15.233 25.74 260.33 0.720 0.50 5.00 17.716 12.76 328.4 128.9 1,516.1 110.0 Ton - Section 3 0.00 1.41 15.233 25.74 260.33 0.720 0.50 0.00 0.001 0.00 0.0 0.0 0.1 115.0 0.00 1.42 15.428 26.07 259.71 0.720 0.50 5.00 17.334 12.48 325.4 126.1 741.5 120.0 0.00 1.4415.617 26.39 255.34 0.720 0.50 5.00 16.953 12.21 322.2 123.2 724.8 125.0 0.00 1.46 15.800 26.70 250.84 0.720 0.50 5.00 16.572 11.93 318.6 120.4 707.9 130.0 0.00 1.48 15.978 27.00 246.22 0.720 0.50 5.00 16.191 11.66 314.8 117.5 691.1 135.0 Appertunance(s) 0.00 1.49 16.151 27.29 241.49 0.720 0.50 5.00 15.809 11.38 310.7 114.7 674.3 140.0 0.00 1.51 16.320 27.58 236.66 0.720 0.50 5.00 15.428 11.11 306.4 111.9 657.5 145.0 0.00 1.52 16.484 27.85 231.73 0.720 0.50 5.00 15.046 10.83 301.8 109.0 640.7 150.0 Appertunance(s) 0.00 1.5416.645 28.13 226.70 0.720 0.50 5.00 14.665 10.56 297.0 106.2 623.9 151.7 Bot - Section 5 0.00 1.5416.700 28.22 224.92 0.720 0.50 1.75 5.045 3.63 102.5 36.8 214.8 155.0 0.00 1.55 16.801 28.39 221.58 0.720 0.50 3.25 9.357 6.74 191.3 68.0 651.0 156.8 Top - Section 4 0.00 1.56 16.858 28.49 219.69 0.720 0.50 1.83 5.210 3.75 106.9 38.0 362.4 160.0 0.00 1.57 16.955 28.65 219.35 0.720 0.50 3.17 8.874 6.39 183.1 64.5 308.2 165.0 0.00 1.58 17.104 28.90 214.08 0.720 0.50 5.00 13.703 9.87 285.2 99.0 475.0 170.0 0.00 1.59 17.251 29.15 208.73 0.720 0.50 5.00 13.322 9.59 279.6 96.2 461.3 175.0 Appertunance(s) 0.00 1.61 17.394 29.39 203.31 0.720 0.50 5.00 12.940 9.32 273.9 93.3 447.6 180.0 0.00 1.62 17.535 29.63 197.82 0.720 0.50 5.00 12.559 9.04 268.0 90.5 433.9 185.0 0.00 1.63 17.673 29.86 192.26 0.720 0.50 5.00 12.177 8.77 261.9 87.7 420.2 186.0 Appertunance(s) 0.00 1.63 17.700 29.91 191.14 0.720 0.50 1.00 2.390 1.72 51.5 17.4 82.6 190.0 0.00 1.64 17.808 30.09 186.63 0.720 0.50 4.00 9.406 6.77 203.8 67.9 324.3 195.0 0.00 1.66 17.940 30.31 180.94 0.720 0.50 5.00 11.415 8.22 249.2 82.0 392.8 198.0 Appertunance(s) 0.00 1.6618.019 30.45 177.49 0.720 0.50 3.00 6.666 4.80 146.1 48.2 229.4 Pole 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc : Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:11 p Height: 198.9 (ft) Page: 13 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) X Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 64.95 mph Wind with Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.9 0.00 1.67 18.043 30.49 176.43 0.720 0.50 0.92 2.012 1.45 44.2 14.6 69.3 Totals: 198.92 12,232.0 5,238.6 40,712.4 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:11 P Height: 198.9 (ft) Page: 14 Shape : 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 64.95 mph Wind with Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa GaAa Ecc Ecc FX Y z Load (ft) Description Q ty (psf) (psf) Factor (sf) (ft) (ft) (lb) (lb -ft) (Ib -ft) ( b) 73.00 GPS 1 13.576 22.943 1.00 1.21 0.000 0.500 27.76 0.00 13.88 18.24 135.0 Round Side Arm 3 16.151 27.295 0.67 11.86 0.000 0.000 323.70 0.00 0.00 525.00 135.0 RFS APXV18- 206517 3 16.151 27.295 0.80 14.04 0.000 0.000 383.23 0.00 0.00 159.39 150.0 Antel LPA- 80063/4CF 6 16.645 28.130 0.93 42.52 0.000 0.000 1,196.06 0.00 0.00 435.60 150.0 Antel LPA- 18508018CF 6 16.645 28.130 0.88 17.16 0.000 0.000 482.70 0.00 0.00 150.23 150.0 16' Omni 1 16.894 28.550 1.00 6.40 0.000 8.000 182.72 0.00 1,461.78 89.00 150.0 Low Profile Platform 1 16.645 28.130 1.00 27.20 0.000 0.000 765.12 0.00 0.00 1,700.00 175.0 Flat Low Profile Pla 1 17.394 29.396 1.00 31.60 0.000 0.000 928.92 0.00 0.00 1.700.00 175.0 Kathrein 860 10025 12 17.394 29.396 0.50 1.56 0.000 0.000 45.86 0.00 0.00 31.20 175.0 Kathrein 800 10122 6 17.394 29.396 0.82 41.33 0.000 0.000 1,214.89 0.00 0.00 624.60 175.0 Powerwave TT19- 6 17.394 29.396 0.50 2.46 0.000 0.000 72.31 0.00 0.00 130.80 186.0 Low Profile Platform 1 17.700 29.913 1.00 27.20 0.000 0.000 813.62 0.00 0.00 1,700.00 186.0 60" x 12" Panels 6 17.700 29.913 0.80 36.48 0.000 0.000 1.091.22 0.00 0.00 330.00 198.0 Low Profile Platform 1 18.019 30.452 1.00 27.20 0.000 0.000 828.29 0.00 0.00 1,700.00 19R_n 50" x 1 n" Panels 9 1 R_045 3171.496 n_Rn 39.24 n_nnn 1 _nnn 1.196.65 n_nn 1.196.65 567-nn 9,553.06 9,861.06 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10I15I2009 9:59:11 A Height: 198.9 (ft) Page: 15 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) X T 0.183078 ( in /ft) Base Elev : 0.000 (ft) Load Case: Ice 64.95 mph Wind with Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (lb) (lb) (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 327.11 1,753.66 0.00 0.00 10.00 322.09 1.729.09 0.00 0.00 15.00 317.08 1,704.51 0.00 0.00 20.00 312.07 1,679.94 0.00 0.00 25.00 307.06 1,655.36 0.00 0.00 30.00 302.05 1,630.79 0.00 0.00 35.00 302.07 1,606.21 0.00 0.00 40.00 308.52 1.581.64 0.00 0.00 44.75 297.58 1,479.86 0.00 0.00 45.00 15.77 129.72 0.00 0.00 50.00 322.17 2,570.34 0.00 0.00 52.00 128.72 1,016.38 0.00 0.00 55.00 194.46 813.79 0.00 0.00 60.00 327.50 1.338.58 0.00 0.00 65.00 329.00 1.317.11 0.00 0.00 70.00 329.82 1,295.64 0.00 0.00 73.00 225.02 785.66 0.00 13.88 74.08 70.98 275.18 0.00 0.00 75.00 60.91 392.01 0.00 0.00 80.00 334.59 2,114.26 0.00 0.00 80.75 49.76 313.99 0.00 0.00 85.00 283.37 993.92 0.00 0.00 90.00 332.69 1,150.68 0.00 0.00 95.00 331.09 1,130.76 0.00 0.00 100.0 329.10 1,110.84 0.00 0.00 103.9 255.80 856.56 0.00 0.00 105.0 71.11 373.41 0.00 0.00 110.0 328.39 1.702.23 0.00 0.00 110.0 0.02 0.11 0.00 0.00 115.0 325.40 927.65 0.00 0.00 120.0 322.16 910.90 0.00 0.00 125.0 318.60 894.09 0.00 0.00 130.0 314.78 877.28 0.00 0.00 135.0 1,017.62 1,544.86 0.00 0.00 140.0 306.37 819.06 0.00 0.00 145.0 301.80 802.24 0.00 0.00 150.0 2,923.63 3,160.26 0.00 1,461.78 151.7 102.51 253.55 0.00 0.00 155.0 191.30 722.97 0.00 0.00 156.8 106.88 403.05 0.00 0.00 160.0 183.07 378.29 0.00 0.00 165.0 285.19 585.71 0.00 0.00 170.0 279.63 572.00 0.00 0.00 175.0 2,535.86 3,044.90 0.00 0.00 180.0 267.96 519.99 0.00 0.00 185.0 261.86 506.28 0.00 0.00 186.0 1,956.31 2,129.84 0.00 0.00 190.0 203.82 353.83 0.00 0.00 195.0 249.18 429.67 0.00 0.00 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:11,4 Height: 198.9 (ft) Page: 16 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) X Taper: 0.183078 ( in /ft) Base Elev : 0.000 (ft) Load Case: Ice 64.95 mph Wind with Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.0 2,171.09 2,518.56 0.00 1,196.65 198.9 44.18 69.33 0.00 0.00 Totals: 21,785.09 56,926.55 0.00 2,672.31 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10115/2009 9:59:11,4 Height: 198.9 (ft) Page: 17 Shape : 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 ( in /ft) Base Elev : 0.000 (ft) Load Case: ice 64.95 mph Wind with Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft -kips) (ft-kips) (in) (in) (in) (deg) 0.00 - 21.844 - 56.904 0.000 0.000 0.000 - 3,011.994 0.000 0.000 0.000 0.000 5.00 - 21.629 - 55.106 0.000 0.000 0.000 - 2.902.775 -0.063 0.000 0.063 -0.118 10.00 - 21.413 - 53.333 0.000 0.000 0.000 - 2,794.633 -0.250 0.000 0.250 -0.236 15.00 - 21.195 - 51.586 0.000 0.000 0.000 - 2,687.572 -0.562 0.000 0.562 -0.356 20.00 - 20.977 - 49.864 0.000 0.000 0.000 - 2,581.598 -0.999 0.000 0.999 -0.477 25.00 - 20.757 - 48.167 0.000 0.000 0.000 - 2,476.717 -1.564 0.000 1.564 -0.599 30.00 - 20.536 - 46.496 0.000 0.000 0.000 - 2,372.934 -2.258 0.000 2.258 -0.722 35.00 - 20.310 - 44.850 0.000 0.000 0.000 - 2,270.254 -3.080 0.000 3.080 -0.846 40.00 - 20.068 - 43.231 0.000 0.000 0.000 - 2.168.707 -4.033 0.000 4.033 -0.971 44.75 - 19.790 - 41.735 0.000 0.000 0.000 - 2,073.385 -5.060 0.000 5.060 -1.090 45.00 - 19.820 - 41.583 0.000 0.000 0.000 - 2,068.438 -5.117 0.000 5.117 -1.097 50.00 - 19.506 - 38.989 0.000 0.000 0.000 - 1,969.340 -6.333 0.000 6.333 -1.223 52.00 - 19.398 - 37.954 0.000 0.000 0.000 - 1,930.328 -6.857 0.000 6.857 -1.274 55.00 - 19.256 - 37.108 0.000 0.000 0.000 - 1.872.136 -7.683 0.000 7.683 -1.352 6n_n0 -1 R_9R4 - 35.731 n_nnn n_nnn n_nnn - 1.775_RSR -9.174 n_nnn 9.174 -1.493 65.00 - 18.704 - 34.377 0.000 0.000 0.000 - 1.680.941 - 10.813 0.000 10.813 -1.635 70.00 - 18.401 - 33.056 0.000 0.000 0.000 - 1.587.422 - 12.602 0.000 12.602 -1.777 73.00 - 18.185 - 32.259 0.000 0.000 0.000 - 1,532.205 - 13.746 0.000 13.746 -1.863 74.08 - 18.121 - 31.977 0.000 0.000 0.000 - 1,512.505 - 14.172 0.000 14.172 -1.894 75.00 - 18.094 - 31.561 0.000 0.000 0.000 - 1,495.895 - 14.539 0.000 14.539 -1.921 80.00 - 17.727 - 29.434 0.000 0.000 0.000 - 1,405.428 - 16.626 0.000 16.626 -2.063 80.75 - 17.703 - 29.100 0.000 0.000 0.000 - 1.392.133 - 16.952 0.000 16.952 -2.085 85.00 - 17.448 - 28.077 0.000 0.000 0.000 - 1,316.898 - 18.863 0.000 18.863 -2.205 90.00 - 17.138 - 26.897 0.000 0.000 0.000 - 1,229.661 - 21.250 0.000 21.250 -2.351 95.00 - 16.824 - 25.739 0.000 0.000 0.000 - 1,143.972 - 23.790 0.000 23.790 -2.496 100.0 - 16.500 - 24.607 0.000 0.000 0.000 - 1,059.853 - 26.480 0.000 26.480 -2.639 103.9 - 16.234 - 23.744 0.000 0.000 0.000 - 995.222 - 28.692 0.000 28.692 -2.751 105.0 - 16.180 - 23.350 0.000 0.000 0.000 - 977.641 - 29.320 0.000 29.320 -2.782 110.0 - 15.793 - 21.647 0.000 0.000 0.000 - 896.743 - 32.308 0.000 32.308 -2.921 110.0 - 15.819 - 21.628 0.000 0.000 0.000 - 896.738 - 32.308 0.000 32.308 -2.921 115.0 - 15.498 - 20.679 0.000 0.000 0.000 - 817.649 - 35.439 0.000 35.439 -3.057 120.0 - 15.179 - 19.747 0.000 0.000 0.000 - 740.159 - 38.723 0.000 38.723 -3.212 125.0 - 14.858 - 18.835 0.000 0.000 0.000 - 664.265 - 42.165 0.000 42.165 -3.361 130.0 - 14.535 - 17.943 0.000 0.000 0.000 - 589.977 - 45.760 0.000 45.760 -3.504 135.0 - 13.461 - 16.434 0.000 0.000 0.000 - 517.304 - 49.502 0.000 49.502 -3.640 140.0 - 13.136 - 15.608 0.000 0.000 0.000 - 450.001 - 53.380 0.000 53.380 -3.768 145.0 - 12.811 - 14.802 0.000 0.000 0.000 - 384.323 - 57.388 0.000 57.388 -3.887 150.0 -9.691 - 11.838 0.000 0.000 0.000 - 318.809 - 61.516 0.000 61.516 -3.996 151.7 -9.581 - 11.584 0.000 0.000 0.000 - 301.843 - 62.987 0.000 62.987 -4.032 155.0 -9.349 - 10.869 0.000 0.000 0.000 - 270.710 - 65.751 0.000 65.751 -4.096 156.8 -9.222 - 10.467 0.000 0.000 0.000 - 253.565 - 67.331 0.000 67.331 -4.131 160.0 -9.026 - 10.090 0.000 0.000 0.000 - 224.369 - 70.088 0.000 70.088 -4.188 165.0 -8.713 -9.514 0.000 0.000 0.000 - 179.242 - 74.524 0.000 74.524 -4.286 170.0 -8.403 -8.953 0.000 0.000 0.000 - 135.678 - 79.056 0.000 79.056 -4.370 175.0 -5.647 -6.107 0.000 0.000 0.000 - 93.664 - 83.666 0.000 83.666 -4.436 180.0 -5.343 -5.605 0.000 0.000 0.000 - 65.432 - 88.336 0.000 88.336 -4.487 185.0 -5.044 -5.119 0.000 0.000 0.000 - 38.715 - 93.051 0.000 93.051 -4.523 186.0 -2.927 -3.150 0.000 0.000 0.000 - 33.671 - 93.999 0.000 93.999 -4.529 190.0 -2.696 -2.812 0.000 0.000 0.000 - 21.965 - 97.797 0.000 97.797 -4.546 195.0 -2.414 -2.404 0.000 0.000 0.000 -8.484 - 102.562 0.000 102.562 -4.559 198.0 -0.050 -0.066 0.000 0.000 0.000 -0.045 - 105.425 0.000 105.425 -4.562 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:11 A Height : 198.9 (ft) Page: 18 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) X Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 64.95 mph Wind with Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.9 -0.044 0.000 0.000 0.000 0.000 0.000 - 106.301 0.000 106.301 -4.562 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:11 A Height: 198.9 (ft) Page: 19 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 64.95 mph Wind with Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.69 0.54 0.00 0.00 0.00 30.49 31.20 52.0 0.0 0.600 5.00 0.68 0.54 0.00 0.00 0.00 30.33 31.02 52.0 0.0 0.597 10.00 0.67 0.55 0.00 0.00 0.00 30.15 30.83 52.0 0.0 0.593 15.00 0.66 0.55 0.00 0.00 0.00 29.95 30.63 52.0 0.0 0.589 20.00 0.65 0.55 0.00 0.00 0.00 29.74 30.40 52.0 0.0 0.585 25.00 0.64 0.56 0.00 0.00 0.00 29.51 30.16 52.0 0.0 0.580 30.00 0.63 0.56 0.00 0.00 0.00 29.25 29.89 52.0 0.0 0.575 35.00 0.61 0.56 0.00 0.00 0.00 28.98 29.61 52.0 0.0 0.569 40.00 0.60 0.57 0.00 0.00 0.00 28.68 29.30 52.0 0.0 0.563 44.75 0.59 0.57 0.00 0.00 0.00 28.37 28.98 52.0 0.0 0.557 45.00 0.59 0.57 0.00 0.00 0.00 28.36 28.97 52.0 0.0 0.557 50.00 0.56 0.57 0.00 0.00 0.00 28.01 28.59 52.0 0.0 0.550 52.00 0.63 0.66 0.00 0.00 0.00 31.42 32.07 52.0 0.0 0.617 55.00 0.63 0.66 0.00 0.00 0.00 31.16 31.80 52.0 0.0 0.612 60.00 0.61 0.66 0.00 0.00 0.00 30.68 31.32 52.0 0.0 0.602 65.00 0.60 0.66 0.00 0.00 0.00 30.17 30.80 52.0 0.0 0.592 70.00 0.59 0.67 0.00 0.00 0.00 29.63 30.24 52.0 0.0 0.582 73.00 0.58 0.67 0.00 0.00 0.00 29.28 29.89 52.0 0.0 0.575 74.08 0.58 0.67 0.00 0.00 0.00 29.16 29.76 52.0 0.0 0.572 75.00 0.58 0.67 0.00 0.00 0.00 29.05 29.65 52.0 0.0 0.570 80.00 0.55 0.67 0.00 0.00 0.00 28.42 28.99 52.0 0.0 0.558 80.75 0.58 0.72 0.00 0.00 0.00 29.91 30.51 52.0 0.0 0.587 85.00 0.57 0.72 0.00 0.00 0.00 29.29 29.88 52.0 0.0 0.575 90.00 0.56 0.72 0.00 0.00 0.00 28.51 29.09 52.0 0.0 0.560 95.00 0.55 0.72 0.00 0.00 0.00 27.67 28.24 52.0 0.0 0.543 100.00 0.53 0.72 0.00 0.00 0.00 26.77 27.33 52.0 0.0 0.526 103.92 0.52 0.73 0.00 0.00 0.00 26.02 26.57 52.0 0.0 0.511 105.00 0.52 0.73 0.00 0.00 0.00 25.81 26.36 52.0 0.0 0.507 110.00 0.49 0.73 0.00 0.00 0.00 24.77 25.29 52.0 0.0 0.486 110.00 0.59 0.87 0.00 0.00 0.00 29.30 29.93 51.4 0.0 0.582 115.00 0.58 0.88 0.00 0.00 0.00 27.97 28.58 52.0 0.0 0.550 120.00 0.57 0.88 0.00 0.00 0.00 26.52 27.13 52.0 0.0 0.522 125.00 0.55 0.88 0.00 0.00 0.00 24.97 25.57 52.0 0.0 0.492 130.00 0.54 0.88 0.00 0.00 0.00 23.29 23.87 52.0 0.0 0.459 135.00 0.51 0.84 0.00 0.00 0.00 21.47 22.02 52.0 0.0 0.424 140.00 0.49 0.84 0.00 0.00 0.00 19.66 20.21 52.0 0.0 0.389 145.00 0.48 0.84 0.00 0.00 0.00 17.70 18.24 52.0 0.0 0.351 150.00 0.39 0.65 0.00 0.00 0.00 15.50 15.94 52.0 0.0 0.306 151.75 0.39 0.65 0.00 0.00 0.00 14.96 15.39 52.0 0.0 0.296 155.00 0.37 0.65 0.00 0.00 0.00 13.92 14.33 52.0 0.0 0.276 156.83 0.46 0.82 0.00 0.00 0.00 16.56 17.08 50.7 0.0 0.337 160.00 0.45 0.81 0.00 0.00 0.00 15.19 15.70 51.1 0.0 0.307 165.00 0.44 0.81 0.00 0.00 0.00 12.86 13.37 51.8 0.0 0.258 170.00 0.42 0.80 0.00 0.00 0.00 10.33 10.85 52.0 0.0 0.209 175.00 0.30 0.56 0.00 0.00 0.00 7.59 7.94 52.0 0.0 0.153 180.00 0.28 0.54 0.00 0.00 0.00 5.65 6.00 52.0 0.0 0.115 185.00 0.27 0.53 0.00 0.00 0.00 3.57 3.94 52.0 0.0 0.076 186.00 0.16 0.31 0.00 0.00 0.00 3.14 3.35 52.0 0.0 0.064 190.00 0.15 0.29 0.00 0.00 0.00 2.17 2.37 52.0 0.0 0.046 195.00 0.13 0.27 0.00 0.00 0.00 0.90 1.13 52.0 0.0 0.022 198.00 0.00 0.01 0.00 0.00 0.00 0.01 0.01 52.0 0.0 0.000 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:11 A Height: 198.9 (ft) Page: 20 Shape : 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 64.95 mph Wind with Ice 28 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.92 0.00 0.01 0.00 0.00 0.00 0.00 0.01 52.0 0.0 0.000 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:11 A Height: 198.9 (ft) Page: 21 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 ( in /ft) Base Elev : 0.000 (ft) Load Case: Twist /Sway 50.00 mph Wind with No Ice 27 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 0.00 1.00 6.400 10.81 246.66 0.720 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 6.400 10.81 242.85 0.720 0.00 5.00 24.476 17.62 190.6 0.0 1,384.4 10.00 0.00 1.00 6.400 10.81 239.03 0.720 0.00 5.00 24.095 17.35 187.6 0.0 1.362.7 15.00 0.00 1.00 6.400 10.81 235.22 0.720 0.00 5.00 23.713 17.07 184.7 0.0 1,341.0 20.00 0.00 1.00 6.400 10.81 231.41 0.720 0.00 5.00 23.332 16.80 181.7 0.0 1,319.2 25.00 0.00 1.00 6.400 10.81 227.59 0.720 0.00 5.00 22.950 16.52 178.7 0.0 1,297.5 30.00 0.00 1.00 6.400 10.81 223.78 0.720 0.00 5.00 22.569 16.25 175.8 0.0 1,275.8 35.00 0.00 1.01 6.509 10.99 221.82 0.720 0.00 5.00 22.187 15.97 175.7 0.0 1,254.0 40.00 0.00 1.05 6.762 11.42 222.17 0.720 0.00 5.00 21.806 15.70 179.4 0.0 1,232.3 44.75 Bot - Section 2 0.00 1.09 6.982 11.79 221.98 0.720 0.00 4.75 20.362 14.66 173.0 0.0 1.150.5 45.00 0.00 1.09 6.993 11.81 221.95 0.720 0.00 0.25 1.078 0.78 9.2 0.0 112.3 50.00 0.00 1.12 7.207 12.17 221.27 0.720 0.00 5.00 21.356 15.38 187.3 0.0 2,224.4 52.00 Top - Section 1 0.00 1.13 7.288 12.31 220.89 0.720 0.00 2.00 8.436 6.07 74.8 0.0 878.4 55.00 0.00 1.15 7.406 12.51 223.57 0.720 0.00 3.00 12.539 9.03 113.0 0.0 607.9 60.00 0.00 1.18 7.592 12.83 222.21 0.720 0.00 5.00 20.593 14.83 190.2 0.0 998.3 65.00 0.00 1.21 7.768 13.12 220.56 0.720 n-on 5.00 20.212 14.55 191.0 0.0 979.6 70.00 0.00 1.24 7.934 13.40 218.66 0.720 0.00 5.00 19.830 14.28 191.4 0.0 961.0 73.00 Appertunance(s) 0.00 1.25 8.030 13.57 217.41 0.720 0.00 3.00 11.715 8.43 114.5 0.0 567.7 74.08 Bot - Section 3 0.00 1.26 8.064 13.62 216.94 0.720 0.00 1.08 4.197 3.02 41.2 0.0 203.3 75.00 0.00 1.26 8.092 13.67 216.54 0.720 0.00 0.92 3.590 2.58 35.3 0.0 330.9 80.00 0.00 1.28 8.242 13.93 214.22 0.720 0.00 5.00 19.354 1 3.93 194.1 0.0 1,783.9 80.75 Top - Section 2 0.00 1.29 8.265 13.96 213.85 0.720 0.00 0.75 2.870 2.07 28.9 0.0 264.5 85.00 0.00 1.31 8.387 14.17 214.99 0.720 0.00 4.25 16.102 11.59 164.3 0.0 715.5 90.00 0.00 1.33 8.525 14.40 212.35 0.720 0.00 5.00 18.591 13.39 192.8 0.0 826.0 95.00 0.00 1.35 8.657 14.63 209.56 0.720 0.00 5.00 18.209 13.11 191.8 0.0 808.9 100.0 0.00 1.37 8.785 14.84 206.64 0.720 0.00 5.00 17.828 12.84 190.6 0.0 791.9 103.9 Bot - Section 4 0.00 1.38 8.882 15.01 204.25 0.720 0.00 3.92 13.700 9.86 148.1 0.0 608.4 105.0 0.00 1.39 8.908 15.05 203.58 0.720 0.00 1.08 3.797 2.73 41.2 0.0 304.6 110.0 0.00 1.41 9.028 15.25 200.41 0.720 0.00 5.00 17.300 12.46 190.0 0.0 1,387.2 110.0 Ton - Section 3 0.00 1.41 9.028 15.25 200.41 0.720 0.00 0.00 0.001 0.00 0.0 0.0 0.1 115.0 0.00 1.42 9.143 15.45 199.93 0.720 0.00 5.00 16.917 12.18 188.2 0.0 615.5 120.0 0.00 1.44 9.255 15.64 196.56 0.720 0.00 5.00 16.537 11.91 186.2 0.0 601.5 125.0 0.00 1.46 9.363 15.82 193.10 0.720 0.00 5.00 16.155 11.63 184.1 0.0 587.6 130.0 0.00 1.48 9.469 16.00 189.54 0.720 0.00 5.00 15.774 11.36 181.7 0.0 573.6 135.0 Appertunance(s) 0.00 1.49 9.572 16.17 185.90 0.720 0.00 5.00 15.393 11.08 179.3 0.0 559.6 140.0 0.00 1.51 9.672 16.34 182.18 0.720 0.00 5.00 15.011 10.81 176.7 0.0 545.6 145.0 0.00 1.52 9.769 16.51 178.39 0.720 0.00 5.00 14.630 10.53 173.9 0.0 531.7 150.0 Appertunance(s) 0.00 1.54 9.864 16.67 174.52 0.720 0.00 5.00 14.248 10.26 171.0 0.0 517.7 151.7 Bot - Section 5 0.00 1.54 9.897 16.72 173.15 0.720 0.00 1.75 4.899 3.53 59.0 0.0 178.0 155.0 0.00 1.55 9.957 16.82 170.58 0.720 0.00 3.25 9.087 6.54 110.1 0.0 583.0 156.8 Top - Section 4 0.00 1.56 9.991 16.88 169.12 0.720 0.00 1.83 5.058 3.64 61.5 0.0 324.4 160.0 0.00 1.57 10.048 16.98 168.86 0.720 0.00 3.17 8.610 6.20 105.3 0.0 243.7 165.0 0.00 1.58 10.136 17.13 164.80 0.720 0.00 5.00 13.286 9.57 163.9 0.0 376.0 170.0 0.00 1.59 10.223 17.27 160.69 0.720 0.00 5.00 12.905 9.29 160.5 0.0 365.1 175.0 Appertunance(s) 0.00 1.61 10.308 17.42156.510.720 0.00 5.00 12.524 9.02 157.1 0.0 354.2 180.0 0.00 1.62 10.392 17.56 152.29 0.720 0.00 5.00 12.142 8.74 153.5 0.0 343.4 185.0 0.00 1.63 10.473 17.70 148.00 0.720 0.00 5.00 11.761 8.47 149.9 0.0 332.5 186.0 Appertunance(s) 0.00 1.63 10.489 17.72 147.14 0.720 0.00 1.00 2.306 1.66 29.4 0.0 65.2 190.0 0.00 1.6410.553 17.83 143.67 0.720 0.00 4.00 9.073 6.53 116.5 0.0 256.4 195.0 0.00 1.66 10.632 17.96 139.29 0.720 0.00 5.00 10.998 7.92 142.3 0.0 310.8 198.0 Appertunance(s) 0.00 1.66 10.678 18.04 136.64 0.720 0.00 3.00 6.416 4.62 83.4 0.0 181.2 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location: Northampton Landfill MA, MA Y 10/15/2009 9:59:11 A Height: 198.9 (ft) Page: 22 Shape : 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist /Sway 50.00 mph Wind with No Ice 27 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.9 0.00 1.67 10.693 18.07 135.82 0.720 0.00 0.92 1.936 1.39 25.2 0.0 54.7 Totals: 198.92 7,075.5 0.0 35,473.8 Pole : 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA 10115/2009 9:59:11.4 Height: 198.9 (ft) Page: 23 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0. (in /ft) Base Elev : 0.000 (ft) Load Case: Twist /Sway 50.00 mph Wind with No Ice 27 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa CaAa Ecc Ecc FX Y z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (lb) (lb -ft) (lb -ft) (lb) 73.00 GPS 1 8.045 13.597 1.00 1.00 0.000 0.500 13.60 0.00 6.80 10.00 135.0 Round Side Arm 3 9.572 16.176 0.67 10.45 0.000 0.000 169.07 0.00 0.00 450.00 135.0 RFS APXV18- 206517 3 9.572 16.176 0.80 12.41 0.000 0.000 200.71 0.00 0.00 79.20 150.0 Antel LPA- 80063/4CF 6 9.864 16.670 0.93 39.06 0.000 0.000 651.15 0.00 0.00 120.00 150.0 Antel LPA- 185080/8CF 6 9.864 16.670 0.88 14.73 0.000 0.000 245.57 0.00 0.00 42.00 150.0 16' Omni 1 10.012 16.920 1.00 4.80 0.000 8.000 81.21 0.00 649.72 45.00 150.0 Low Profile Platform 1 9.864 16.670 1.00 21.70 0.000 0.000 361.75 0.00 0.00 1,500.00 175.0 Flat Low Profile Pla 1 10.308 17.421 1.00 26.10 0.000 0.000 454.69 0.00 0.00 1.500.00 175.0 Kathrein 860 10025 12 10.308 17.421 0.50 1.08 0.000 0.000 18.81 0.00 0.00 14.40 175.0 Kathrein 800 10122 6 10.308 17.421 0.82 37.44 0.000 0.000 652.26 0.00 0.00 357.00 175.0 Powerwave TT19- 6 10.308 17.421 0.50 1.92 0.000 0.000 33.45 0.00 0.00 96.00 186.0 Low Profile Platform 1 10.489 17.727 1.00 21.70 0.000 0.000 384.68 0.00 0.00 1,500.00 186.0 60" x 12" Panels 6 10.489 17.727 0.80 33.60 0.000 0.000 595.63 0.00 0.00 180.00 198.0 Low Profile Platform 1 10.678 18.047 1.00 21.70 0.000 0.000 391.61 0.00 0.00 1,500.00 198.0 50" x 10" Panels 9 10.694 18.1173 0.80 34.99 n_nnn 1 _nnn 632.40 n_nn 632.4n 27n-nn 4,886.59 7,663.60 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:11 A Height: 198.9 (ft) Page: 24 Shape : 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) X Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist /Sway 50.00 mph Wind with No Ice 27 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (lb) (lb) (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 190.61 1,571.35 0.00 0.00 10.00 187.64 1.549.61 0.00 0.00 15.00 184.67 1.527.88 0.00 0.00 20.00 181.70 1,506.14 0.00 0.00 25.00 178.73 1,484.40 0.00 0.00 30.00 175.76 1,462.67 0.00 0.00 35.00 175.71 1,440.93 0.00 0.00 40.00 179.41 1.419.20 0.00 0.00 44.75 172.99 1,328.10 0.00 0.00 45.00 9.17 121.62 0.00 0.00 50.00 187.27 2,411.25 0.00 0.00 52.00 74.81 953.20 0.00 0.00 55.00 112.99 720.04 0.00 0.00 60.00 190.24 1.185.17 0.00 0.00 65.00 191.03 1.166.54 0.00 0.00 70.00 191.44 1,147.91 0.00 0.00 73.00 128.06 689.80 0.00 6.80 74.08 41.18 243.67 0.00 0.00 75.00 35.34 365.05 0.00 0.00 80.00 194.11 1,970.07 0.00 0.00 80.75 28.86 292.43 0.00 0.00 85.00 164.32 873.77 0.00 0.00 90.00 192.84 1,012.17 0.00 0.00 95.00 191.82 995.09 0.00 0.00 100.0 190.58 978.01 0.00 0.00 103.9 148.07 754.24 0.00 0.00 105.0 41.16 344.88 0.00 0.00 110.0 190.03 1.573.34 0.00 0.00 110.0 0.01 0.10 0.00 0.00 115.0 188.21 801.60 0.00 0.00 120.0 186.23 787.68 0.00 0.00 125.0 184.07 773.71 0.00 0.00 130.0 181.75 759.74 0.00 0.00 135.0 549.06 1,274.96 0.00 0.00 140.0 176.66 707.19 0.00 0.00 145.0 173.90 693.22 0.00 0.00 150.0 1,510.70 2,386.25 0.00 649.72 151.7 58.99 216.72 0.00 0.00 155.0 110.09 654.93 0.00 0.00 156.8 61.48 365.03 0.00 0.00 160.0 105.27 313.79 0.00 0.00 165.0 163.87 486.68 0.00 0.00 170.0 160.53 475.82 0.00 0.00 175.0 1,316.30 2,432.35 0.00 0.00 180.0 153.53 429.48 0.00 0.00 185.0 149.88 418.61 0.00 0.00 186.0 1,009.74 1,762.42 0.00 0.00 190.0 116.51 285.97 0.00 0.00 195.0 142.28 347.68 0.00 0.00 } Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semen Engineering Solutions, Inc Y Location : Northampton Landfill MA, MA 10/15/2009 9:59:11 P Height: 198.9 (ft) Page: 25 Shape : 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist /Sway 50.00 mph Wind with No Ice 27 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.0 1,107.37 1,973.39 0.00 632.40 198.9 25.19 54.68 0.00 0.00 Totals: 11,962.13 49,490.53 0.00 1,288.91 Pole: 15035 Code: TIA/EIA -222 Rev F CopyrightSemaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:11 P Height: 198.9 (ft) Page: 26 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist /Sway 50.00 mph Wind with No Ice 27 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft -kips) (ft -kips) (in) (in) (in) (deg) 0.00 - 11.989 - 49.484 0.000 0.000 0.000 - 1,607.621 0.000 0.000 0.000 0.000 5.00 - 11.850 - 47.900 0.000 0.000 0.000 - 1.547.678 -0.034 0.000 0.034 -0.063 10.00 - 11.711 - 46.337 0.000 0.000 0.000 - 1,488.428 -0.133 0.000 0.133 -0.126 15.00 - 11.573 - 44.797 0.000 0.000 0.000 - 1,429.872 -0.299 0.000 0.299 -0.190 20.00 - 11.434 - 43.279 0.000 0.000 0.000 - 1,372.010 -0.533 0.000 0.533 -0.254 25.00 - 11.295 - 41.782 0.000 0.000 0.000 - 1,314.842 -0.834 0.000 0.834 -0.319 30.00 - 11.156 - 40.308 0.000 0.000 0.000 - 1,258.368 -1.203 0.000 1.203 -0.384 35.00 - 11.015 - 38.856 0.000 0.000 0.000 - 1,202.587 -1.640 0.000 1.640 -0.450 40.00 - 10.866 - 37.426 0.000 0.000 0.000 - 1.147.514 -2.147 0.000 2.147 -0.516 44.75 - 10.701 - 36.094 0.000 0.000 0.000 - 1,095.902 -2.692 0.000 2.692 -0.579 45.00 - 10.713 - 35.965 0.000 0.000 0.000 - 1,093.227 -2.723 0.000 2.723 -0.582 50.00 - 10.527 - 33.548 0.000 0.000 0.000 - 1,039.665 -3.368 0.000 3.368 -0.649 52.00 - 10.460 - 32.589 0.000 0.000 0.000 - 1,018.612 -3.646 0.000 3.646 -0.676 55.00 - 10.371 - 31.860 0.000 0.000 0.000 - 987.232 -4.084 0.000 4.084 -0.717 sn_nn -102n5 - 3n_664 n_nnn n_nnn n_nnn - 935.379 -4.875 n_nnn 4.875 -n_792 65.00 - 10.035 - 29.488 0.000 0.000 0.000 - 884.356 -5.745 0.000 5.745 -0.866 70.00 -9.855 - 28.333 0.000 0.000 0.000 - 834.180 -6.692 0.000 6.692 -0.941 73.00 -9.731 - 27.640 0.000 0.000 0.000 - 804.607 -7.298 0.000 7.298 -0.986 74.08 -9.693 - 27.394 0.000 0.000 0.000 - 794.066 -7.523 0.000 7.523 -1.003 75.00 -9.672 - 27.023 0.000 0.000 0.000 - 785.182 -7.717 0.000 7.717 -1.017 80.00 -9.460 - 25.049 0.000 0.000 0.000 - 736.824 -8.822 0.000 8.822 -1.091 80.75 -9.442 - 24.751 0.000 0.000 0.000 - 729.729 -8.995 0.000 8.995 -1.102 85.00 -9.289 - 23.870 0.000 0.000 0.000 - 689.602 - 10.005 0.000 10.005 -1.166 90.00 -9.106 - 22.850 0.000 0.000 0.000 - 643.156 - 11.267 0.000 11.267 -1.242 95.00 -8.920 - 21.847 0.000 0.000 0.000 - 597.629 - 12.608 0.000 12.608 -1.318 100.0 -8.731 - 20.864 0.000 0.000 0.000 - 553.028 - 14.028 0.000 14.028 -1.393 103.9 -8.577 - 20.108 0.000 0.000 0.000 - 518.830 - 15.195 0.000 15.195 -1.451 105.0 -8.543 - 19.758 0.000 0.000 0.000 - 509.541 - 15.527 0.000 15.527 -1.467 110.0 -8.323 - 18.185 0.000 0.000 0.000 - 466.828 - 17.102 0.000 17.102 -1.540 110.0 -8.334 - 18.180 0.000 0.000 0.000 - 466.826 - 17.102 0.000 17.102 -1.540 115.0 -8.147 - 17.373 0.000 0.000 0.000 - 425.159 - 18.752 0.000 18.752 -1.610 120.0 -7.961 - 16.580 0.000 0.000 0.000 - 384.425 - 20.482 0.000 20.482 -1.690 125.0 -7.774 - 15.802 0.000 0.000 0.000 - 344.621 - 22.294 0.000 22.294 -1.768 130.0 -7.588 - 15.038 0.000 0.000 0.000 - 305.750 - 24.186 0.000 24.186 -1.842 135.0 -7.014 - 13.774 0.000 0.000 0.000 - 267.811 - 26.153 0.000 26.153 -1.912 140.0 -6.828 - 13.065 0.000 0.000 0.000 - 232.743 - 28.191 0.000 28.191 -1.979 145.0 -6.642 - 12.372 0.000 0.000 0.000 - 198.605 - 30.297 0.000 30.297 -2.040 150.0 -5.053 - 10.039 0.000 0.000 0.000 - 164.744 - 32.464 0.000 32.464 -2.096 151.7 -4.991 -9.822 0.000 0.000 0.000 - 155.898 - 33.236 0.000 33.236 -2.115 155.0 -4.860 -9.169 0.000 0.000 0.000 - 139.682 - 34.688 0.000 34.688 -2.148 156.8 -4.789 -8.805 0.000 0.000 0.000 - 130.769 - 35.516 0.000 35.516 -2.166 160.0 -4.678 -8.492 0.000 0.000 0.000 - 115.608 - 36.963 0.000 36.963 -2.196 165.0 -4.502 -8.008 0.000 0.000 0.000 - 92.220 - 39.290 0.000 39.290 -2.246 170.0 -4.327 -7.536 0.000 0.000 0.000 - 69.712 - 41.666 0.000 41.666 -2.289 175.0 -2.917 -5.158 0.000 0.000 0.000 - 48.075 - 44.083 0.000 44.083 -2.323 180.0 -2.748 -4.734 0.000 0.000 0.000 - 33.490 - 46.530 0.000 46.530 -2.349 185.0 -2.582 -4.321 0.000 0.000 0.000 - 19.750 - 49.001 0.000 49.001 -2.368 186.0 -1.500 -2.602 0.000 0.000 0.000 - 17.169 - 49.497 0.000 49.497 -2.371 190.0 -1.372 -2.321 0.000 0.000 0.000 - 11.167 - 51.487 0.000 51.487 -2.380 195.0 -1.216 -1.979 0.000 0.000 0.000 -4.305 - 53.983 0.000 53.983 -2.386 198.0 -0.027 -0.054 0.000 0.000 0.000 -0.025 - 55.483 0.000 55.483 -2.388 Pole: 15035 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:12 A Height: 198.9 (ft) Page: 27 Shape : 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Tape 0.183078 ( in /ft) Base Elev : 0.000 (ft) Load Case: Twist /Sway 50.00 mph Wind with No Ice 27 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.9 -0.025 0.000 0.000 0.000 0.000 0.000 - 55.942 0.000 55.942 -2.388 � t Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/15/2009 9:59:12 P Height: 198.9 (ft) Page: 28 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case Twist/Sway 50.00 mph Wind with No Ice 27 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (l) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.60 0.30 0.00 0.00 0.00 16.27 16.89 52.0 0.0 0.325 5.00 0.59 0.30 0.00 0.00 0.00 16.17 16.77 52.0 0.0 0.323 10.00 0.58 0.30 0.00 0.00 0.00 16.06 16.65 52.0 0.0 0.320 15.00 0.57 0.30 0.00 0.00 0.00 15.93 16.52 52.0 0.0 0.318 20.00 0.56 0.30 0.00 0.00 0.00 15.80 16.38 52.0 0.0 0.315 25.00 0.55 0.30 0.00 0.00 0.00 15.66 16.22 52.0 0.0 0.312 30.00 0.54 0.30 0.00 0.00 0.00 15.51 16.06 52.0 0.0 0.309 35.00 0.53 0.30 0.00 0.00 0.00 15.35 15.89 52.0 0.0 0.306 40.00 0.52 0.31 0.00 0.00 0.00 15.18 15.71 52.0 0.0 0.302 44.75 0.51 0.31 0.00 0.00 0.00 15.00 15.52 52.0 0.0 0.298 45.00 0.51 0.31 0.00 0.00 0.00 14.99 15.51 52.0 0.0 0.298 50.00 0.48 0.31 0.00 0.00 0.00 14.79 15.28 52.0 0.0 0.294 52.00 0.54 0.35 0.00 0.00 0.00 16.58 17.14 52.0 0.0 0.330 55.00 0.54 0.35 0.00 0.00 0.00 16.43 16.98 52.0 0.0 0.327 60.00 0.53 0.36 0.00 0.00 0.00 16.16 16.70 52.0 0.0 0.321 65.00 0.52 0.36 0.00 0.00 0.00 15.87 16.40 52.0 0.0 0.315 70.00 0.51 0.36 0.00 0.00 0.00 15.57 16.09 52.0 0.0 0.309 73.00 0.50 0.36 0.00 0.00 0.00 15.38 15.89 52.0 0.0 0.306 74.08 0.50 0.36 0.00 0.00 0.00 15.31 15.82 52.0 0.0 0.304 75.00 0.49 0.36 0.00 0.00 0.00 15.25 15.75 52.0 0.0 0.303 80.00 0.47 0.36 0.00 0.00 0.00 14.90 15.38 52.0 0.0 0.296 80.75 0.50 0.38 0.00 0.00 0.00 15.68 16.19 52.0 0.0 0.311 85.00 0.49 0.38 0.00 0.00 0.00 15.34 15.84 52.0 0.0 0.305 90.00 0.48 0.38 0.00 0.00 0.00 14.91 15.40 52.0 0.0 0.296 95.00 0.46 0.38 0.00 0.00 0.00 14.45 14.93 52.0 0.0 0.287 100.00 0.45 0.38 0.00 0.00 0.00 13.97 14.44 52.0 0.0 0.278 103.92 0.44 0.38 0.00 0.00 0.00 13.56 14.02 52.0 0.0 0.270 105.00 0.44 0.38 0.00 0.00 0.00 13.45 13.91 52.0 0.0 0.267 110.00 0.41 0.38 0.00 0.00 0.00 12.89 13.32 52.0 0.0 0.256 110.00 0.50 0.46 0.00 0.00 0.00 15.26 15.77 51.4 0.0 0.307 115.00 0.49 0.46 0.00 0.00 0.00 14.54 15.05 52.0 0.0 0.290 120.00 0.47 0.46 0.00 0.00 0.00 13.78 14.27 52.0 0.0 0.274 125.00 0.46 0.46 0.00 0.00 0.00 12.95 13.44 52.0 0.0 0.258 130.00 0.45 0.46 0.00 0.00 0.00 12.07 12.55 52.0 0.0 0.241 135.00 0.42 0.44 0.00 0.00 0.00 11.11 11.56 52.0 0.0 0.222 140.00 0.41 0.44 0.00 0.00 0.00 10.17 10.61 52.0 0.0 0.204 145.00 0.40 0.44 0.00 0.00 0.00 9.15 9.58 52.0 0.0 0.184 150.00 0.33 0.34 0.00 0.00 0.00 8.01 8.37 52.0 0.0 0.161 151.75 0.33 0.34 0.00 0.00 0.00 7.73 8.08 52.0 0.0 0.155 155.00 0.31 0.34 0.00 0.00 0.00 7.18 7.52 52.0 0.0 0.145 156.83 0.39 0.42 0.00 0.00 0.00 8.54 8.96 50.7 0.0 0.177 160.00 0.38 0.42 0.00 0.00 0.00 7.83 8.24 51.1 0.0 0.161 165.00 0.37 0.42 0.00 0.00 0.00 6.62 7.02 51.8 0.0 0.135 170.00 0.36 0.41 0.00 0.00 0.00 5.31 5.71 52.0 0.0 0.110 175.00 0.25 0.29 0.00 0.00 0.00 3.89 4.18 52.0 0.0 0.080 180.00 0.24 0.28 0.00 0.00 0.00 2.89 3.17 52.0 0.0 0.061 185.00 0.22 0.27 0.00 0.00 0.00 1.82 2.10 52.0 0.0 0.040 186.00 0.14 0.16 0.00 0.00 0.00 1.60 1.76 52.0 0.0 0.034 190.00 0.12 0.15 0.00 0.00 0.00 1.10 1.25 52.0 0.0 0.024 195.00 0.11 0.14 0.00 0.00 0.00 0.46 0.61 52.0 0.0 0.012 198.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 52.0 0.0 0.000 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA }( 10/1512009 9:59:12 a Height: 198.9 (ft) Page: 29 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist /Sway 50.00 mph Wind with No Ice 27 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 198.92 0.00 0.00 0.00 0.00 0.00 0.00 0.01 52.0 0.0 0.000 Pole: 15035 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/1512009 9:59:12,4 Height : 198.9 (ft) Page: 30 Shape : 16 Sides Base Dia : 59.20 (in) Top Dia : 25.22 (in) Taper: 0.183078 ( in /ft) Base Elev : 0.000 (ft) Analysis Summary Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ksi) (ksi) (ft) Ratio No Ice 27.0 0.00 49.46 0.00 0.00 3613.62 37.81 52.0 52.00 0.727 Ice 21.8 0.00 56.90 0.00 0.00 3011.99 32.07 52.0 52.00 0.617 Twist /Sway 12.0 0.00 49.48 0.00 0.00 1607.62 17.14 52.0 52.00 0.330 Pole: 15035 Code: TIA/EIA -222 Rev F Copyright Setnaan Engineering Solutions, Inc Location : Northampton Landfill MA, MA Y 10/1512009 9:59:12,4 Height: 198.9 (ft) Page: 31 Shape: 16 Sides Base Dia : 59.20 (in) Top Dia: 25.22 (in) Tape 0.183078 ( in /ft) Base Elev : 0.000 (ft) Base Summary Reactions Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip -ft) (kip) (kip) (kip -ft) (kip) (kip) D es ig n % 5,136.08 54.60 39.10 3,613.62 56.90 26.98 70.36 Base Plate Allow Applied Yield Thick Width Poly Clip Len Effective Moment Stress Stress Stress (k (in) (in) Style Sides (in) Len (in) (kip -in) (ksi) (ksi) Ratio 60.0 2.750 73.790 Polygon 16 0.00 9.420 331.40 59.99 27.91 0.47 Anchor Bolts Start Compression Tension Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia (in) (ksi) (ksi) Arrange Dist (in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio 67.79 20 2.25" 18J 2.25 75.00 100.00 Radial 0.00 0.0 130.78 194.98 0.67 125.09 194.98 0.64