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FLORENCE MA - VZW - BUILDING PERMIT APPLICATION - 071624
City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street ● Municipal Building Northampton, MA 01060 PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR COMMERCIAL & MULTI-FAMILY NEW CONSTRUCTION/ADDITIONS/ALTERATIONS 1. Building Permit Application signed by legal owner and filled out by owner or authorized agent. 2. One set of plans and specifications of proposed work (Digital & Hard copy). 3. Site Plan with location of proposed structure(s) and setbacks. 4. Construction Debris Affidavit filled out and signed by applicant. 5. Worker’s Compensation Insurance Affidavit filled out and signed by applicant. 6. Contractors must supply a copy of CSL and proof of Liability Insurance. 7. Energy Conservation Compliance Certificate (if applicable). 8. Note any Conservation and/or Special Permit requirements (if applicable). 9. Driveway Permit (if applicable). 10. Proof of Water and Sewer entry fees paid (if applicable). 11. Trench Permit (if applicable). 12. Initial Construction Control Documents filled out and signed by the Registered Design Professional in responsible charge. 13. Please provide the appropriate fee in the form of a check made payable to: The City of Northampton The Commonwealth of Massachusetts Office of Public Safety and Inspections Massachusetts State Building Code (780 CMR) Building Permit Application for any Building other than a One- or Two-Family Dwelling (This Section For Official Use Only) Building Permit Number: ____________ Date Applied: ______________ Building Official: _______________________ SECTION 1: LOCATION _________________________________________________________________ _________________________________________ No. and Street City /Town Zip Code Name of Building (if applicable) ________________ __________________ Assessors Map # Block # and/or Lot # SECTION 2: PROPOSED WORK Edition of MA State Code used _____ If New Construction check here or check all that apply in the two rows below Existing Building Repair Alteration Addition Demolition (Please fill out and submit Appendix 2) Change of Use Change of Occupancy Other Specify:___________________________________________ Are building plans and/or construction documents being supplied as part of this permit application? Yes No Is an Independent Structural Engineering Peer Review required? Yes No Brief Description of Proposed Work:__________________________________________________________________________________ __________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________ SECTION 3: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION, ADDITION, OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed (See 780 CMR 34) Existing Use Group(s): __________________________________________ Proposed Use Group(s):__________________________ SECTION 4: BUILDING HEIGHT AND AREA Existing Proposed No. of Floors/Stories (include basement levels) & Area Per Floor (sq. ft.) Total Area (sq. ft.) and Total Height (ft.) SECTION 5: USE GROUP (Check as applicable) A: Assembly A-1 A-2 Nightclub A-3 A-4 A-5 B: Business E: Educational F: Factory F-1 F2 H: High Hazard H-1 H-2 H-3 H-4 H-5 I: Institutional I-1 I-2 I-3 I-4 M: Mercantile R: Residential R-1 R-2 R-3 R-4 S: Storage S-1 S-2 U: Utility Special Use and please describe below: Special Use Description: SECTION 6: CONSTRUCTION TYPE (Check as applicable) IA IB IIA IIB IIIA IIIB IV VA VB SECTION 7: SITE INFORMATION (refer to 780 CMR 105.3 for details on each item) Water Supply: Public Private Flood Zone Information: Check if outside Flood Zone or indentify Zone:__________ Sewage Disposal: Indicate municipal or on site system Trench Permit: A trench will not be required or trench permit is enclosed Debris Removal: Licensed Disposal Site or specify:_____________ ______________________ Railroad right-of-way: Not Applicable or Consent to Build enclosed Hazards to Air Navigation: Is Structure within airport approach area? Yes or No MA Historic Commission Review Process: Is their review completed? Yes No SECTION 8: CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: __________ Use Group(s): __________ Type of Construction: ________ Does the building contain an Sprinkler System?: _________ Special Stipulations: ___________________________________________ Design Occupant Load per Floor and Assembly space: _________________________________________________________________ 114 GLENDALE ROAD ON BEHALF OF VERIZON THE PROPOSED WORK INVOLVES MODIFYING THEIR EQUIPMENT AT THE EXISTING CELL SITE. PLEASE REFERENCE THE ATTACHMENTS FOR FURTHER DETAILS. SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner __________________________ ______________________________ ____________________________________________ ___________ Name (Print) No. and Street City/Town Zip Property Owner Contact Information: _______________________________ _____-_____-___________ ____-_____-___________ _______________________________ Title Telephone No. (business) Telephone No. (cell) e-mail address If applicable, the property owner hereby authorizes: _________________________________ ____________________________________ ___________________ ______ _____________ Name Street Address City/Town State Zip to apply for and act on the property owner’s behalf, in all matters relative to work authorized by this building permit application. SECTION 10: CONSTRUCTION CONTROL (Please fill out Appendix 1) If a building is less than 35,000 cu. ft. of enclosed space and/or not under Construction Control then check here . Otherwise provide construction control forms (see section 107 in the code) as required. 10.1 Registered Professional Responsible for Construction Control (the professional coordinating document submittals) ______________________________ ____-_____-___________ _________________________ Name (Registrant) Telephone No. e-mail address ______________________________ ______________________________ ______ _________ Street Address City/Town State Zip _____________________ Registration Number _______________ _______________ Discipline Expiration Date 10.2 General Contractor __________________________________________________________________________________________________________________ Company Name _________________________________________ ____________________________________________________________ Name of Person Responsible for Construction License No. and Type if Applicable ______________________________________________ __________________________________ ______ _____________ Street Address City/Town State Zip ____-____-_______________ _____-_____-_____________ ____________________________________________________ Telephone No. (business) Telephone No. (cell) e-mail address SECTION 11: WORKERS’ COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152. § 25C(6)) A Workers’ Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes No SECTION 12: CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs: (Labor and Materials) Total Construction Cost (from Item 6) = $_________________ Building Permit Fee = Total Construction Cost x ____ (Insert here appropriate municipal factor) = $________. Note: Minimum fee = $________ (contact municipality) Enclose check payable to __________________________________ (contact municipality) and write check number here ______________ 1. Building $ 2. Electrical $ 3. Plumbing $ 4. Mechanical (HVAC) $ 5. Mechanical (Other) $ 6. Total Cost $ SECTION 13: SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. ______________________________________________________ ____________________________ ____ -_____- ________ _________ Please print and sign name Title Telephone No. Date ____________________________________ _______________________ ______ _____________ ____________________________ Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: ____________________________________ _____________ Name Date AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAY - WOBURN MA 01801 617 375 7500 ADAM WOLFREY - CENTERLINE COMMUNICATIONS LLCAUTHORIZED AGENT 750 W CENTER ST STE 301 - W BRIDGEWATER MA 02379 KMM COMMUNICATIONS ROBERT CLARK 820 BOSTON TURNPIKE RD - SHREWSBURY MA b.clark@kmmcorp.net(508) 579-4376 111556 $50000 50000 ADAM WOLFREY - CENTERLINE COMMUNICATIONS LLCAUTHORIZED AGENT 750 W CENTER ST STE 301 - W BRIDGEWATER MA 02379 508 667 3100 07.16.24 awolfrey@clinellc.com CITY OF NORTHAMPTON SETBACK PLAN MAP:_______ LOT:________ LOT SIZE:____________ REAR LOT DIMENSION:_____________________________ FRONTAGE_____________________ REAR YARD _____________ SIDE YARD______________ SIDE YARD______________ FRONT SETBACK_______________ City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street ● Municipal Building Northampton, MA 01060 CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number ________________ is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: ___________________________________________________ The debris will be transported by: Name of Hauler: ______________________________________________________ Signature of Applicant: __________________________________Date: ___________ N/A AGENT 07.16.24 KMM Telecommunications1900 Lakeway DriveSte 100Lewisville TX 75057-6012 Appendix 1 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark “x” where applicable No. Item Submitted Incomplete Not Required 1 Architectural 2 Foundation 3 Structural 4 Fire Suppression 5 Fire Alarm (may require repeaters) 6 HVAC 7 Electrical 8 Plumbing (include local connections) 9 Gas (Natural, Propane, Medical or other) 10 Surveyed Site Plan (Utilities, Wetland, etc.) 11 Specifications 12 Structural Peer Review 13 Structural Tests & Inspections Program 14 Fire Protection Narrative Report 15 Existing Building Survey/Investigation 16 Energy Conservation Report 17 Architectural Access Review (521 CMR) 18 Workers Compensation Insurance 19 Hazardous Material Mitigation Documentation 20 Other (Specify) 21 Other (Specify) 22 Other (Specify) *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein. Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been appro ved by the authority having jurisdiction. Registered Professional Contact Information Please follow this link for construction control forms to be used by Registered Design Professionals. ______________________________ ____-_____-___________ _________________________ Name (Registrant) Telephone No. e-mail address ______________________________ ______________________________ ______ _________ Street Address City/Town State Zip _____________________ Registration Number ___________ _______________ Discipline Expiration Date ______________________________ ____-_____-___________ _________________________ Name (Registrant) Telephone No. e-mail address ______________________________ ______________________________ ______ _________ Street Address City/Town State Zip _____________________ Registration Number ___________ _______________ Discipline Expiration Date ______________________________ ____-_____-___________ _________________________ Name (Registrant) Telephone No. e-mail address ______________________________ ______________________________ ______ _________ Street Address City/Town State Zip _____________________ Registration Number ___________ _______________ Discipline Expiration Date SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or 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). 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. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD 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 CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 4/11/2024 Edgewood Partners Ins.Center P.O.Box 1689 Pearl River NY 10965 David Eisenberg 201-661-2469 David.Eisenberg@epicbrokers.com Atlantic Specialty Insurance Company 27154 KMMTE Nautilus Insurance Company 17370KMMTelecommunications 1900 Lakeway Drive Ste 100 Lewisville TX 75057-6012 1117464214 A X 1,000,000 X 1,000,000 10,000 1,000,000 2,000,000 X X Contractual Liab Y Y 7110174660003 4/1/2024 4/1/2025 2,000,000 Policy Aggregate 10,000,000 A A 1,000,000 X X X X $1,000 Comp X $1,000 Coll Y Y 7110174660003 3900016240002 4/1/2024 4/1/2024 4/1/2025 4/1/2025 A X X 5,000,000Y71101746600034/1/2024Y 4/1/2025 5,000,000 B Contractors Pollution Liability CPL203519913 4/1/2024 4/1/2025 Each Occurrence Aggregate Deductible 5,000,000 5,000,000 5,000 Certificate Holder is included as additional insured as per forms CG2010 and CG2037.Waiver of subrogation applies in favor of the additional insured. Coverage is primary and non-contributory to that of the additional insured.As required by written contract,subject to policy terms and conditions.Umbrella limits are excess over all General Liability coverages. Evidence of Coverage The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Lafayette City Center 2 Avenue de Lafayette, Boston, MA 02111-1750 www.mass.gov/dia Workers’ Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name:_________________________________________ __________ Address:__________________________________________________________________________ City/State/Zip:_____________________________ Phone #:________________________________ *Any applicant that checks box #1 must also fill out the section below showing their workers’ compensation policy information. **If the corporate officers have exempted themselves, but the corporation has other employees, a workers’ compensation policy is required and such an organization should check box #1. I am an employer that is providing workers’ compensation insurance for my employees. Below is the policy information. Insurance Company Name:______________________________________________________________________________ Insurer’s Address:_____________________________________________________________________________________ City/State/Zip: ________________________________________________________________________________________ Policy # or Self-ins. Lic. # Expiration Date: Attach a copy of the workers’ compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under § 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 perjury 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 (check one): Building Department 3. City/Town Clerk 4.1. Licensing Board Board of Health 2. 5. Selectmen’s Office 6. Other _______________________________ Contact Person:_________________________________________ Phone #:_________________________________ 1. I am a employer with _________ employees (full and/ or part-time).* 2. I am a sole proprietor or partnership and have no employees working for me in any capacity. [No workers’ comp. insurance required] 3. We are a corporation and its officers have exercised their right of exemption per c. 152, §1(4), and we have no employees. [No workers’ comp. insurance required]** 4. We are a non-profit organization, staffed by volunteers, with no employees. [No workers’ comp. insurance req.] Are you an employer? Check the appropriate box: Business Type (required): 5. Retail 6. Restaurant/Bar/Eating Establishment 7. Office and/or Sales (incl. real estate, auto, etc.) 8. Non-profit 9. Entertainment 10. Manufacturing 11. Health Care 12. Other _____________________________ www.mass.gov/dia Information and Instructions City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary). A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department’s address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Lafayette City Center 2 Avenue de Lafayette, Boston, MA 02111-1750 Tel. (857) 321-7406 or 1-877-MASSAFE Fax (617) 727-7749 www.mass.gov/dia Form Revised 7/2019 Massachusetts General Laws chapter 152 requires all employers to provide workers’ compensation for their employees. Pursuant to this statute, an employee is defined as “...every person in the service of another under any contract of hire, express or implied, oral or written.” An employer is defined as “an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However, the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer.” MGL chapter 152, §25C(6) also states that “every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required.” Additionally, MGL chapter 152, §25C(7) states “Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority.” Applicants Please fill out the workers’ compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply your insurance company’s name, address and phone number along with a certificate of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers’ compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers’ compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structural Analysis Report Structure :199 ft Monopole ATC Asset Name :NORTHAMPTON LANDFILL MA ATC Asset Number :15035 Engineering Number :14758771_C3_01 Proposed Carrier :VERIZON WIRELESS Carrier Site Name :LOUDVILLE MA Carrier Site Number :5000245506 Site Location :114 Glendale Road Florence, MA 01062-9806 42.2956° N, 72.7078° W County :Hampshire Date :June 5, 2024 Max Usage :98% Analysis Result :Pass Created By: Thomas Ambrosio Structural Engineer I Eng. Number 14758771_C3_01 June 5, 2024 Page 2 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Table of Contents Introduction ...........................................................................................................................................................................................3 Supporting Documents .........................................................................................................................................................................3 Analysis ...................................................................................................................................................................................................3 Conclusion ..............................................................................................................................................................................................3 Structure Usages ...................................................................................................................................................................................4 Maximum Reactions .............................................................................................................................................................................4 Tower Loading .......................................................................................................................................................................................5 Standard Conditions ............................................................................................................................................................... Attached Calculations.............................................................................................................................................................................. Attached Eng. Number 14758771_C3_01 June 5, 2024 Page 3 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 199 ft Monopole tower to reflect the change in loading by VERIZON WIRELESS. Supporting Documents Tower:Valmont Drawing #DD0848Z, dated June 24, 2000 Foundation:Malouf Job #00-656, dated July 14, 2000 Geotechnical:GG Project #00364MA, dated June 30, 2000 Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed:91 mph (3-second gust, Vasd) / 117 mph (3-second gust, Vult) Basic Wind Speed w/ Ice:50 mph (3-second gust) w/ 1.50" radial ice concurrent Code(s):ANSI/TIA-222-G / 2015 IBC / Massachusetts State Building Code, 9th Ed. Structure Class:II Exposure Category:C Topographic Category:1 Crest Height:0 ft Spectral Response:Ss = 0.17, S1 = 0.07 Site Class:D - Stiff Soil - Default Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please reach out to your American Tower contact. If you do not have an American Tower contact and have an Engineering question, please contact Engineering@americantower.com Please include the American Tower asset name, asset number, and engineering number in the subject line for any questions. Eng. Number 14758771_C3_01 June 5, 2024 Page 4 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structure Usages Structural Component Usage Control Result Pole Shaft 98.2%1.2D + 1.6W Pass Serviceability Usage 72.3%1.0D + 1.0W Pass Base Plate @ 0.0 ft 75.5%Rods Pass Mat & Pier 73.0%Flexure [Steel (Pier)]Pass Maximum Reactions Foundation Moment (k-ft)Axial (k)Shear (k) Monopole Base 6,219.8 76.2 44.7 *Reactions shown reflect the results from the Load Case with maximum Moment Structure base reactions were analyzed using available geotechnical and foundation information. Eng. Number 14758771_C3_01 June 5, 2024 Page 5 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com VERIZON WIRELESS Final Loading Elev (ft)Qty Equipment Lines 145.0 1 Triangular Low Profile Platform - 1 Raycap RVZDC-6627-PF-48 3 Samsung B2/B66A RRH ORAN (RF 4439d-25A) 3 Samsung MT6413-77A 3 Samsung RF4461d-13A 142.0 6 Commscope NHH-65C-R2B (10) 1 5/8" Coax (2) 1 5/8" Hybriflex Install proposed lines inside the pole shaft. Other Existing/Reserved Loading Elev (ft)Qty Equipment Lines Carrier 201.2 1 RFS SB2-107AMPT - 201.0 - -(1) 0.24" (6mm) Cat 5 200.9 1 Alcatel-Lucent MPR e 197.8 3 Alcatel-Lucent 1900MHz RRH (65MHz) 197.5 3 RFS APXVTM14-C-I20 197.3 3 RFS APXVSPP18-C-A20 - 197.0 - -(4) 1 1/4" Hybriflex Cable 194.0 1 Triangular Low Profile Platform 193.6 3 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield 190.5 2 Alcatel-Lucent ALU 800MHz External Notch Filter 190.3 3 Alcatel-Lucent 800 MHz RRH - SPRINT NEXTEL 3 Ericsson 4460 BAND 2/25 3 Ericsson 4480 BAND 71 3 Ericsson 840590966 3 Ericsson AIR 6419 B41 187.0 3 RFS APXVLL19P_43-C-A20 (2) 1.99" (50.7mm) Hybrid 186.0 1 Triangular Low Profile Platform (8) 1 5/8" Coax (1) 1/2" Coax T-MOBILE 1 Triangular Platform with Handrails 2 Raycap DC6-48-60-18-8F ("Squid") 3 CCI HPA65R-BU8A 3 Ericsson RRUS 4449 B5, B12 3 Ericsson RRUS 8843 B2, B66A 3 Mount Reinforcement 3 Kathrein Scala 800 10122 3 Kathrein Scala 80010966 6 Kathrein Scala 860 10025 175.0 6 Powerwave Allgon TT19-08BP111-001 (1) 0.39" (10mm) Fiber Trunk (4) 0.78" (19.7mm) 8 AWG 6 (12) 1 5/8" Coax (1) 3" conduit 172.0 - -(1) 3" conduit AT&T MOBILITY 1 RFI Antennas CC807-08159.8 1 RFI Antennas CC807-08 (2) 1 5/8" Coax 2 Stand-Off 2 dbSpectra DS7C14PPTU159.0 2 dbSpectra DS7C14PPTU (4) 1/2" Coax 1 TX RX Systems 432F-83W-01-C- 110/110R/48/48R155.0 1 TX RX Systems 432F-83W-01-C- 110/110R/48/48R (2) 1/2" Coax CITY OF NORTHAMPTON POLICE DEPT Eng. Number 14758771_C3_01 June 5, 2024 Page 6 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Elev (ft)Qty Equipment Lines Carrier 148.6 1 5' Omni - 148.0 - -(1) 7/8" Coax CITY OF NORTHAMPTON POLICE DEPT 144.0 - -(2) 1 5/8" Coax VERIZON WIRELESS 138.0 - -(6) 1 5/8" Coax 137.7 3 RFS APXV18-206517 -METRO PCS INC 1 4' HP Dish120.0 1 Radio/ODU (1) 1/2" Coax 119.7 1 Radio/ODU - 1 2' HP Dish116.0 1 Radio/ODU (1) 3/8" Coax 1 2' HP Dish114.0 1 Radio/ODU (1) 3/8" Coax AT&T MOBILITY 1 Commscope RDIDC-9181-PF-48 1 Triangular Platform with Handrails 3 Fujitsu TA08025-B604 3 Fujitsu TA08025-B605 108.0 3 JMA Wireless MX08FRO665-21 (1) 1.60" (40.6mm) Hybrid DISH WIRELESS L.L.C. 75.9 1 PCTEL GPS-TMG-HR-26N - 75.0 1 Stand-Off (1) 1/2" Coax SPRINT NEXTEL (If table breaks across pages, please see previous page for data in merged cells) ATC Tower Services, LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Standard Conditions All engineering services performed by ATC Tower Services, LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: •Information supplied by the client regarding antenna, mounts, and feed line loading •Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services, LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services, LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services, LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services, LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Calculations ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771 ANALYSIS PARAMETERS Nominal Wind:91 mph Ice Wind:50 mph w/ 1.5" ice Service Wind:60 mph Structure Class:II Exposure:C Ss: 0.17 S1: 0.066 Topo Category: 1 Structure Height:198.92 ft Base Elevation:0.00 ft Structure Type: Taper Base Diameter:59.2 in Base Rotation:0°Taper:0.1830 (in/ft) GLOBAL BASE REACTIONS Load Case Moment (kip-ft) Axial (kip) Shear (kip) 1.2D + 1.6W 6219.79 76.23 44.70 0.9D + 1.6W 6090.98 57.15 44.66 1.2D + 1.0Di + 1.0Wi 2842.48 148.44 17.24 (1.2 + 0.2Sds) * DL + E ELFM 315.23 76.78 1.92 (1.2 + 0.2Sds) * DL + E EMAM 326.53 76.78 2.17 (0.9 - 0.2Sds) * DL + E ELFM 306.70 53.64 1.91 (0.9 - 0.2Sds) * DL + E EMAM 317.06 53.64 2.17 1.0D + 1.0W 1496.10 63.60 10.86 POLE SECTION PROPERTIES Section Length (ft) Flat Diameter (in)Thick (in) Joint Type Joint Length (in) Pole Shape Yield Strength (ksi)Top Bottom 1 52.000 49.68 59.20 0.438 0.000 16 Sides 65 2 36.000 45.17 51.76 0.375 Slip Joint 87.000 16 Sides 65 3 35.917 40.50 47.07 0.344 Slip Joint 80.000 16 Sides 65 4 52.917 32.49 42.18 0.281 Slip Joint 73.000 16 Sides 65 5 47.170 25.22 33.86 0.219 Slip Joint 61.000 16 Sides 65 DISCRETE APPURTENANCE Elev (ft)Description 201.2 (1) RFS SB2-107AMPT 200.9 (1) Alcatel-Lucent MPR e 197.8 (3) Alcatel-Lucent 1900MHz RRH (65 197.5 (3) RFS APXVTM14-C-I20 197.3 (3) RFS APXVSPP18-C-A20 194.0 (1) Generic Round Low Profile Plat 193.6 (3) Alcatel-Lucent TD-RRH8x20-25 w 190.5 (2) Alcatel-Lucent ALU 800MHz Exte 190.3 (3) Alcatel-Lucent 800 MHz RRH 187.0 (3) Ericsson 4460 BAND 2/25 187.0 (3) Ericsson 4480 BAND 71 187.0 (3) Ericsson AIR 6419 B41 187.0 (3) RFS APXVLL19P_43-C-A20 187.0 (3) Ericsson 840590966 186.0 (1) Generic Round Low Profile Plat 175.0 (6) Kathrein Scala 860 10025 175.0 (6) Powerwave Allgon TT19-08BP111- 175.0 (2) Raycap DC6-48-60-18-8F ("Squid 175.0 (3) Ericsson RRUS 8843 B2, B66A 175.0 (3) Ericsson RRUS 4449 B5, B12 175.0 (3) Generic Mount Reinforcement 175.0 (3) Kathrein Scala 800 10122 175.0 (3) CCI HPA65R-BU8A 175.0 (3) Kathrein Scala 80010966 175.0 (1) Generic Round Platform with Ha 159.8 (1) RFI Antennas CC807-08 159.8 (1) RFI Antennas CC807-08 159.0 (2) Generic Flat Stand-Off 159.0 (2) dbSpectra DS7C14PPTU 159.0 (2) dbSpectra DS7C14PPTU 155.0 (1) TX RX Systems 432F-83W-01-C-11 155.0 (1) TX RX Systems 432F-83W-01-C-11 148.6 (1) Generic 5' Omni 145.0 (1) Generic Round Low Profile Plat 142.0 (3) Samsung RF4461d-13A 142.0 (3) Samsung B2/B66A RRH ORAN (RF 4 142.0 (1) Raycap RVZDC-6627-PF-48 142.0 (3) Samsung MT6413-77A 142.0 (6) Commscope NHH-65C-R2B 137.7 (3) RFS APXV18-206517 120.0 (1) Generic Radio/ODU 120.0 (1) Generic 4' HP Dish 119.7 (1) Generic Radio/ODU 116.0 (1) Generic Radio/ODU 116.0 (1) Generic 2' HP Dish 114.0 (1) Generic Radio/ODU 114.0 (1) Generic 2' HP Dish 108.0 (1) Commscope RDIDC-9181-PF-48 108.0 (3) Fujitsu TA08025-B604 108.0 (3) Fujitsu TA08025-B605 108.0 (3) JMA Wireless MX08FRO665-21 108.0 (1) Generic Round Platform with Ha 75.9 (1) PCTEL GPS-TMG-HR-26N 75.0 (1) Stand-Off LINEAR APPURTENANCE Elev To (ft)Description 201.0 (1) 0.24" (6mm) Cat 5 197.0 (4) 1 1/4" Hybriflex Cable 187.0 (2) 1.99" (50.7mm) Hybrid 186.0 (1) 1/2" Coax 186.0 (8) 1 5/8" Coax 175.0 (1) 3" conduit 175.0 (12) 1 5/8" Coax 175.0 (4) 0.78" (19.7mm) 8 AWG 6 175.0 (1) 0.39" (10mm) Fiber Trunk 172.0 (1) 3" conduit 159.8 (1) 1 5/8" Coax 159.8 (1) 1 5/8" Coax 159.0 (2) 1/2" Coax 159.0 (2) 1/2" Coax 155.0 (1) 1/2" Coax 155.0 (1) 1/2" Coax 148.0 (1) 7/8" Coax 144.0 (2) 1 5/8" Coax 142.0 (10) 1 5/8" Coax 142.0 (2) 1 5/8" Hybriflex 138.0 (6) 1 5/8" Coax 120.0 (1) 1/2" Coax 116.0 (1) 3/8" Coax 114.0 (1) 3/8" Coax 108.0 (1) 1.60" (40.6mm) Hybrid 75.0 (1) 1/2" Coax DISH SERVICEABILITY Load Case Elevation (ft)Deflection (in)Rotation (°) 1.0D + 1.0W 114.00 17.165 1.482 1.0D + 1.0W 116.00 17.792 1.512 1.0D + 1.0W 120.00 19.084 1.570 1.0D + 1.0W 198.92 51.787 2.186 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 ANALYSIS PARAMETERS Location:Hampshire County,MA Height:198.92 ft Type and Shape:Taper, 16 Sides Base Diameter:59.20 in Manufacturer:Valmont Top Diameter:25.22 in Taper: 0.1830 in/ft Rotation: 0.000o ICE & WIND PARAMETERS Structure Class: II Design Wind Speed:91 mph Exposure Category:C Design Wind Speed w/ Ice:50 mph Topographic Category:1 Design Ice Thickness:1.50 in Crest Height:0 ft Service Wind Speed:60 mph SEISMIC PARAMETERS Analysis Method:Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):3.51 TL (sec):6 P:1 Cs:0.030 Ss:0.170 S1:0.066 Cs Max:0.030 Fa:1.600 Fv:2.400 Cs Min:0.030 Sds:0.181 Sd1:0.106 LOAD CASES 1.2D + 1.6W 91 mph Wind with No Ice 0.9D + 1.6W 91 mph Wind with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 50 mph Wind with 1.5" Radial Ice (1.2 + 0.2Sds) * DL + E EMAM Seismic (1.2 + 0.2Sds) * DL + E ELFM Seismic (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) 1.0D + 1.0W 60 mph Wind with No Ice ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 SHAFT SECTION PROPERTIES Joint Len (in) Bottom Top Section Length (ft) Thick (in) Fy (ksi) Joint Type Weight (lb) Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Taper (in/ft) 1-16 52.00 0.4375 65 0.00 13,336 59.20 0.000 82.01 35,775.4 25.32 135.31 49.68 52.00 68.72 21,052.21.00 113.55 0.1831 2-16 36.00 0.3750 65 Slip 87.00 7,047 51.76 44.750 61.47 20,500.9 25.86 138.02 45.17 80.75 53.58 13,580.22.37 120.44 0.1831 3-16 35.92 0.3438 65 Slip 80.00 5,823 47.07 74.083 51.25 14,138.9 25.64 136.92 40.50 110.00 44.04 8,970.8 21.84 117.80 0.1831 4-16 52.92 0.2813 65 Slip 73.00 5,987 42.18 103.913 37.59 8,335.4 28.23 149.93 32.49 156.83 28.90 3,786.9 21.38 115.49 0.1831 5-16 47.17 0.2188 65 Slip 61.00 3,285 33.86 151.750 23.48 3,355.7 29.19 154.73 25.22 198.92 17.45 1,377.9 21.34 115.27 0.1831 Total Shaft Weight 35,478 DISCRETE APPURTENANCE PROPERTIES Attach Elev (ft)Description Qty Ka Vert Ecc (ft) No Ice Ice Weight (lb) EPAa (sf) Orientation Factor Weight (lb) EPAa (sf) Orientation Factor 201.20 RFS SB2-107AMPT 1 0.80 2.000 26.50 5.390 1.00 256.99 8.207 1.00 200.90 Alcatel-Lucent MPR e 1 0.80 2.000 13.00 0.798 1.00 67.26 2.037 1.00 197.80 Alcatel-Lucent 1900MHz RRH (65 3 0.80 -3.000 60.00 2.375 0.67 231.54 4.611 0.67 197.50 RFS APXVTM14-C-I20 3 0.80 -3.000 52.90 6.342 0.66 336.51 10.829 0.66 197.30 RFS APXVSPP18-C-A20 3 0.80 -3.000 57.00 8.024 0.69 412.10 13.766 0.69 194.00 Generic Round Low Profile Plat 1 1.00 0.000 1875.00 21.700 1.00 3540.17 61.176 1.00 193.60 Alcatel-Lucent TD-RRH8x20-25 w 3 0.80 -3.000 70.00 4.046 0.71 264.14 6.773 0.71 190.50 Alcatel-Lucent ALU 800MHz Exte 2 0.80 -3.000 8.80 0.667 0.50 44.94 1.800 0.50 190.30 Alcatel-Lucent 800 MHz RRH 3 0.80 -3.000 53.00 2.134 0.67 204.47 4.142 0.67 187.00 RFS APXVLL19P_43-C-A20 3 0.80 0.000 40.90 8.250 0.65 353.01 14.301 0.65 187.00 Ericsson 840590966 3 0.80 0.000 101.40 19.880 0.61 848.00 85.351 0.61 187.00 Ericsson AIR 6419 B41 3 0.80 0.000 68.50 5.600 0.60 315.99 8.844 0.60 187.00 Ericsson 4480 BAND 71 3 0.80 0.000 81.00 2.878 0.67 236.92 5.178 0.67 187.00 Ericsson 4460 BAND 2/25 3 0.80 0.000 109.00 2.564 0.67 290.04 4.723 0.67 186.00 Generic Round Low Profile Plat 1 1.00 0.000 1875.00 21.700 1.00 3532.90 61.003 1.00 175.00 Kathrein Scala 800 10122 3 0.75 1.000 59.50 7.610 0.69 375.32 13.159 0.69 175.00 CCI HPA65R-BU8A 3 0.75 0.000 54.00 11.230 0.71 526.11 17.781 0.71 175.00 Generic Round Platform with Ha 1 1.00 0.000 2500.00 27.200 1.00 5791.79 76.878 1.00 175.00 Kathrein Scala 80010966 3 0.75 0.000 114.60 17.363 0.63 767.18 24.861 0.63 175.00 Generic Mount Reinforcement 3 0.75 0.000 200.00 4.980 0.67 593.32 15.084 0.67 175.00 Ericsson RRUS 4449 B5, B12 3 0.75 0.000 71.00 1.969 0.50 201.98 3.865 0.50 175.00 Ericsson RRUS 8843 B2, B66A 3 0.75 0.000 72.00 1.639 0.50 196.57 3.356 0.50 175.00 Raycap DC6-48-60-18-8F ("Squid 2 0.75 1.000 18.90 1.470 1.00 144.32 2.889 1.00 175.00 Powerwave Allgon TT19-08BP111-6 0.75 1.000 16.00 0.553 0.50 57.05 1.592 0.50 175.00 Kathrein Scala 860 10025 6 0.75 0.000 1.20 0.156 0.50 13.36 0.822 0.50 159.80 RFI Antennas CC807-08 1 1.00 0.000 24.30 2.855 1.00 171.59 9.705 1.00 159.80 RFI Antennas CC807-08 1 1.00 0.000 24.30 2.855 1.00 171.59 9.705 1.00 159.00 dbSpectra DS7C14PPTU 2 1.00 0.000 40.00 7.189 0.83 346.66 13.384 0.83 159.00 dbSpectra DS7C14PPTU 2 1.00 0.000 40.00 7.189 0.83 346.66 13.384 0.83 159.00 Generic Flat Stand-Off 2 1.00 0.000 187.50 6.300 0.90 455.89 12.577 0.90 155.00 TX RX Systems 432F-83W-01-C-11 1 1.00 0.000 18.00 1.500 1.00 112.78 3.133 1.00 155.00 TX RX Systems 432F-83W-01-C-11 1 1.00 0.000 18.00 1.500 1.00 112.78 3.133 1.00 148.60 Generic 5' Omni 1 1.00 0.000 10.00 1.000 1.00 64.78 3.739 1.00 145.00 Generic Round Low Profile Plat 1 1.00 0.000 1875.00 21.700 1.00 3490.88 60.007 1.00 142.00 Commscope NHH-65C-R2B 6 0.80 0.000 51.60 11.389 0.70 506.75 17.821 0.70 142.00 Samsung MT6413-77A 3 0.80 0.000 57.30 3.805 0.61 226.41 6.450 0.61 142.00 Samsung RF4461d-13A 3 0.80 0.000 79.10 1.875 0.50 207.51 3.673 0.50 142.00 Raycap RVZDC-6627-PF-48 1 0.80 0.000 32.00 3.781 0.50 250.41 6.415 0.50 142.00 Samsung B2/B66A RRH ORAN (RF 4 3 0.80 0.000 74.70 1.875 0.50 201.98 3.668 0.50 137.70 RFS APXV18-206517 3 1.00 4.000 26.40 5.050 0.68 207.81 9.743 0.68 120.00 Generic 4' HP Dish 1 1.00 2.000 170.00 15.855 1.00 795.69 20.422 1.00 120.00 Generic Radio/ODU 1 1.00 2.000 30.00 1.600 1.00 130.22 3.249 1.00 119.70 Generic Radio/ODU 1 1.00 2.000 30.00 1.600 1.00 130.05 3.246 1.00 116.00 Generic Radio/ODU 1 1.00 0.000 30.00 1.600 1.00 129.85 3.243 1.00 116.00 Generic 2' HP Dish 1 1.00 0.000 90.00 3.960 1.00 252.32 6.249 1.00 114.00 Generic Radio/ODU 1 1.00 1.000 30.00 1.600 1.00 129.54 3.238 1.00 114.00 Generic 2' HP Dish 1 1.00 1.000 90.00 3.960 1.00 251.82 6.242 1.00 108.00 Generic Round Platform with Ha 1 1.00 0.000 2500.00 27.200 1.00 5636.81 74.539 1.00 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 DISCRETE APPURTENANCE PROPERTIES Attach Elev (ft)Description Qty Ka Vert Ecc (ft) No Ice Ice Weight (lb) EPAa (sf) Orientation Factor Weight (lb) EPAa (sf) Orientation Factor 108.00 JMA Wireless MX08FRO665-21 3 0.75 0.000 64.50 12.489 0.64 562.26 17.931 0.64 108.00 Fujitsu TA08025-B604 3 0.75 0.000 63.90 1.962 0.50 176.84 3.743 0.50 108.00 Commscope RDIDC-9181-PF-48 1 0.75 0.000 21.90 1.867 0.50 132.11 3.610 0.50 108.00 Fujitsu TA08025-B605 3 0.75 0.000 75.00 1.962 0.50 196.32 3.743 0.50 75.90 PCTEL GPS-TMG-HR-26N 1 1.00 2.000 0.60 0.090 1.00 9.66 0.427 1.00 75.00 Stand-Off 1 1.00 0.000 200.00 3.500 1.00 850.94 10.335 1.00 Totals Row Count: 54 120 17,603.90 55,949.82 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth (deg): 0.00 Elev From (ft) Elev To (ft)Qty Description Diameter (in) Weight (lb/ft)Flat Max/ Row Distance Between Rows(in) Distance Between Cols(in) Azimuth (deg) Distance From Face (in) Exposed To Wind Carrier 5.00 201.00 1 0.24" (6mm) Cat 5 0.24 0.04 N 0 0 0 0 0 N SPRINT NEXTEL 5.00 197.00 4 1 1/4" Hybriflex Cabl 1.54 1 N 0 0 0 0 0 N SPRINT NEXTEL 0.00 187.00 2 1.99" (50.7mm) Hybrid 1.99 1.9 N 0 0 0 0 0 N T-MOBILE 0.00 186.00 8 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N T-MOBILE 0.00 186.00 1 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N T-MOBILE 5.00 175.00 12 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N AT&T MOBILITY 5.00 175.00 4 0.78" (19.7mm) 8 AWG 0.78 0.59 N 0 0 0 0 0 N AT&T MOBILITY 5.00 175.00 1 3" conduit 3.5 7.58 N 0 0 0 0 0 N AT&T MOBILITY 0.00 175.00 1 0.39" (10mm) Fiber Tr 0.39 0.06 N 0 0 0 0 0 N AT&T MOBILITY 5.00 172.00 1 3" conduit 3.5 7.58 N 0 0 0 0 0 N AT&T MOBILITY 0.00 159.80 1 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N CITY OF NORTHAMPTON 0.00 159.80 1 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N CITY OF NORTHAMPTON 0.00 159.00 2 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N CITY OF NORTHAMPTON 0.00 159.00 2 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N CITY OF NORTHAMPTON 0.00 155.00 1 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N CITY OF NORTHAMPTON 0.00 155.00 1 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N CITY OF NORTHAMPTON 0.00 148.00 1 7/8" Coax 1.09 0.33 N 0 0 0 0 0 N CITY OF NORTHAMPTON 5.00 144.00 2 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N VERIZON WIRELESS 5.00 142.00 10 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 142.00 2 1 5/8" Hybriflex 1.98 1.3 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 138.00 6 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N METRO PCS INC 5.00 120.00 1 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N AT&T MOBILITY 5.00 116.00 1 3/8" Coax 0.44 0.08 N 0 0 0 0 0 N AT&T MOBILITY 5.00 114.00 1 3/8" Coax 0.44 0.08 N 0 0 0 0 0 N AT&T MOBILITY 0.00 108.00 1 1.60" (40.6mm) Hybrid 1.6 2.34 N 0 0 0 0 0 N DISH WIRELESS L.L.C. 5.00 75.00 1 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N SPRINT NEXTEL SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 0.00 0.4375 59.200 82.010 35,775.40 25.32 135.31 73.9 1185.4 0.0 0.0 5.00 0.4375 58.285 80.733 34,129.30 24.91 133.22 74.4 1148.6 0.0 1,384.4 10.00 0.4375 57.369 79.455 32,534.60 24.49 131.13 74.9 1112.4 0.0 1,362.7 15.00 0.4375 56.454 78.178 30,990.30 24.08 129.04 75.3 1076.8 0.0 1,341.0 20.00 0.4375 55.538 76.900 29,495.70 23.66 126.94 75.8 1041.8 0.0 1,319.2 25.00 0.4375 54.623 75.623 28,050.00 23.24 124.85 76.3 1007.3 0.0 1,297.5 30.00 0.4375 53.708 74.345 26,652.20 22.83 122.76 76.7 973.4 0.0 1,275.8 35.00 0.4375 52.792 73.068 25,301.70 22.41 120.67 77.2 940.1 0.0 1,254.0 40.00 0.4375 51.877 71.790 23,997.60 21.99 118.58 77.7 907.4 0.0 1,232.3 44.75 Bot - Section 2 0.4375 51.007 70.576 22,801.00 21.60 116.59 78.1 876.9 0.0 1,150.5 45.00 0.4375 50.961 70.512 22,739.10 21.58 116.48 78.2 875.3 0.0 112.3 50.00 0.4375 50.046 69.235 21,525.40 21.16 114.39 78.6 843.7 0.0 2,224.3 52.00 Top - Section 1 0.3750 50.430 59.878 18,952.90 25.16 134.48 74.1 737.2 0.0 878.4 55.00 0.3750 49.881 59.221 18,335.80 24.87 133.01 74.4 721.1 0.0 607.9 60.00 0.3750 48.965 58.126 17,337.30 24.38 130.57 75 694.5 0.0 998.3 65.00 0.3750 48.050 57.031 16,375.80 23.90 128.13 75.5 668.5 0.0 979.6 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 70.00 0.3750 47.134 55.936 15,450.50 23.41 125.69 76.1 643.0 0.0 961.0 74.08 Bot - Section 3 0.3750 46.387 55.042 14,721.20 23.01 123.70 76.5 622.5 0.0 771.0 75.00 0.3750 46.219 54.841 14,560.80 22.92 123.25 76.6 618.0 0.0 330.9 75.90 0.3750 46.054 54.644 14,404.30 22.84 122.81 76.7 613.5 0.0 323.8 80.00 0.3750 45.304 53.746 13,705.80 22.44 120.81 77.2 593.4 0.0 1,460.3 80.75 Top - Section 2 0.3438 45.854 49.912 13,059.70 24.94 133.37 74.4 558.7 0.0 264.5 85.00 0.3438 45.076 49.059 12,401.30 24.49 131.11 74.9 539.7 0.0 715.6 90.00 0.3438 44.160 48.055 11,655.40 23.96 128.45 75.5 517.7 0.0 826.1 95.00 0.3438 43.245 47.051 10,940.00 23.43 125.79 76.1 496.2 0.0 809.1 100.00 0.3438 42.330 46.047 10,254.60 22.90 123.12 76.7 475.2 0.0 792.0 103.92 Bot - Section 4 0.3438 41.613 45.260 9,738.10 22.48 121.04 77.1 459.0 0.0 608.5 105.00 0.3438 41.414 45.043 9,598.40 22.37 120.46 77.3 454.6 0.0 304.7 108.00 0.3438 40.865 44.440 9,218.40 22.05 118.86 77.6 442.5 0.0 836.2 110.00 Top - Section 3 0.2813 41.061 36.594 7,688.10 27.44 145.97 71.5 367.3 0.0 551.2 114.00 0.2813 40.329 35.937 7,281.30 26.93 143.37 72.1 354.2 0.0 493.6 115.00 0.2813 40.146 35.772 7,181.90 26.80 142.72 72.3 350.9 0.0 122.0 116.00 0.2813 39.963 35.608 7,083.40 26.67 142.07 72.4 347.7 0.0 121.4 119.70 0.2813 39.286 35.000 6,726.80 26.19 139.66 72.9 335.9 0.0 444.5 120.00 0.2813 39.231 34.951 6,698.40 26.15 139.46 73 334.9 0.0 35.7 125.00 0.2813 38.315 34.130 6,237.20 25.50 136.21 73.7 319.3 0.0 587.7 130.00 0.2813 37.400 33.308 5,797.60 24.85 132.95 74.4 304.1 0.0 573.7 135.00 0.2813 36.484 32.487 5,379.10 24.21 129.70 75.2 289.2 0.0 559.7 137.70 0.2813 35.990 32.043 5,161.80 23.86 127.94 75.6 281.3 0.0 296.4 140.00 0.2813 35.569 31.665 4,981.30 23.56 126.45 75.9 274.7 0.0 249.3 142.00 0.2813 35.203 31.337 4,827.90 23.30 125.14 76.2 269.0 0.0 214.4 145.00 0.2813 34.654 30.844 4,603.60 22.91 123.19 76.6 260.6 0.0 317.4 148.60 0.2813 33.995 30.252 4,343.90 22.45 120.85 77.2 250.7 0.0 374.2 150.00 0.2813 33.738 30.022 4,245.50 22.27 119.94 77.4 246.8 0.0 143.6 151.75 Bot - Section 5 0.2813 33.418 29.735 4,124.70 22.04 118.80 77.6 242.1 0.0 177.9 155.00 0.2813 32.823 29.201 3,906.50 21.62 116.68 78.1 233.5 0.0 583.2 156.83 Top - Section 4 0.2188 32.925 22.828 3,084.80 28.34 150.48 70.5 183.8 0.0 324.4 159.00 0.2188 32.528 22.551 2,974.00 27.98 148.67 70.9 179.3 0.0 167.3 159.80 0.2188 32.382 22.449 2,933.70 27.85 148.00 71.1 177.7 0.0 61.2 160.00 0.2188 32.345 22.423 2,923.70 27.81 147.83 71.1 177.3 0.0 15.3 165.00 0.2188 31.430 21.784 2,680.80 26.98 143.65 72 167.3 0.0 376.1 170.00 0.2188 30.514 21.145 2,451.80 26.15 139.46 73 157.6 0.0 365.2 175.00 0.2188 29.599 20.506 2,236.20 25.32 135.28 73.9 148.2 0.0 354.3 180.00 0.2188 28.683 19.867 2,033.60 24.48 131.09 74.9 139.1 0.0 343.5 185.00 0.2188 27.768 19.229 1,843.70 23.65 126.91 75.8 130.2 0.0 332.6 186.00 0.2188 27.585 19.101 1,807.10 23.49 126.07 76 128.5 0.0 65.2 187.00 0.2188 27.402 18.973 1,771.10 23.32 125.24 76.2 126.8 0.0 64.8 190.00 0.2188 26.853 18.590 1,665.90 22.82 122.73 76.7 121.7 0.0 191.7 190.30 0.2188 26.798 18.551 1,655.60 22.77 122.48 76.8 121.2 0.0 19.0 190.50 0.2188 26.761 18.526 1,648.80 22.74 122.31 76.8 120.9 0.0 12.6 193.60 0.2188 26.194 18.130 1,545.30 22.22 119.71 77.4 115.7 0.0 193.3 194.00 0.2188 26.120 18.079 1,532.20 22.15 119.38 77.5 115.1 0.0 24.6 195.00 0.2188 25.937 17.951 1,500.00 21.99 118.54 77.7 113.4 0.0 61.3 197.30 0.2188 25.516 17.657 1,427.50 21.61 116.62 78.1 109.7 0.0 139.3 197.50 0.2188 25.480 17.631 1,421.30 21.57 116.45 78.2 109.4 0.0 12.0 197.80 0.2188 25.425 17.593 1,412.10 21.52 116.20 78.2 108.9 0.0 18.0 198.92 0.2188 25.220 17.450 1,377.90 21.34 115.26 78.4 107.2 0.0 66.8 Total:35,476.3 CALCULATED FORCES Load Case: 1.2D + 1.6W 91 mph Wind with No Ice 32 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead load Factor:1.20 Wind Load Factor:1.60 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -76.23 -44.70 0 -6,219.79 0.00 6,219.79 5,455.75 2,727.88 13,237.3 6,571.59 0 0 0.961 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 5.00 -74.24 -44.45 0 -5,996.29 0.00 5,996.29 5,404.98 2,702.49 12,908.3 6,408.27 0.13 -0.24 0.950 10.00 -72.03 -44.20 0 -5,774.02 0.00 5,774.02 5,353.12 2,676.56 12,580.7 6,245.59 0.52 -0.49 0.938 15.00 -69.85 -43.93 0 -5,553.03 0.00 5,553.03 5,300.18 2,650.09 12,254.4 6,083.64 1.16 -0.74 0.926 20.00 -67.69 -43.64 0 -5,333.37 0.00 5,333.37 5,246.16 2,623.08 11,929.8 5,922.47 2.06 -0.99 0.914 25.00 -65.56 -43.30 0 -5,115.20 0.00 5,115.20 5,191.05 2,595.53 11,606.8 5,762.13 3.23 -1.24 0.901 30.00 -63.47 -42.95 0 -4,898.68 0.00 4,898.68 5,134.87 2,567.43 11,285.7 5,602.70 4.66 -1.49 0.887 35.00 -61.40 -42.56 0 -4,683.96 0.00 4,683.96 5,077.59 2,538.80 10,966.5 5,444.23 6.36 -1.75 0.873 40.00 -59.37 -42.17 0 -4,471.14 0.00 4,471.14 5,019.24 2,509.62 10,649.3 5,286.79 8.33 -2 0.858 44.75 -57.54 -41.93 0 -4,270.85 0.00 4,270.85 4,962.80 2,481.40 10,350.0 5,138.22 10.45 -2.25 0.843 45.00 -57.29 -41.73 0 -4,260.37 0.00 4,260.37 4,959.80 2,479.90 10,334.4 5,130.43 10.57 -2.26 0.842 50.00 -54.12 -41.34 0 -4,051.73 0.00 4,051.73 4,899.28 2,449.64 10,021.7 4,975.22 13.08 -2.52 0.826 52.00 -52.84 -41.09 0 -3,969.06 0.00 3,969.06 3,993.52 1,996.76 8,253.33 4,097.30 14.16 -2.63 0.982 55.00 -51.74 -40.75 0 -3,845.80 0.00 3,845.80 3,967.27 1,983.64 8,108.44 4,025.37 15.86 -2.79 0.969 60.00 -49.98 -40.29 0 -3,642.08 0.00 3,642.08 3,922.65 1,961.33 7,867.89 3,905.95 18.94 -3.08 0.946 65.00 -48.25 -39.82 0 -3,440.63 0.00 3,440.63 3,876.95 1,938.48 7,628.60 3,787.16 22.32 -3.37 0.921 70.00 -46.56 -39.37 0 -3,241.53 0.00 3,241.53 3,830.17 1,915.08 7,390.71 3,669.06 26 -3.66 0.896 74.08 -45.24 -39.09 0 -3,080.76 0.00 3,080.76 3,791.16 1,895.58 7,197.55 3,573.17 29.23 -3.9 0.875 75.00 -44.52 -38.83 0 -3,044.92 0.00 3,044.92 3,782.30 1,891.15 7,154.33 3,551.71 29.98 -3.95 0.870 75.90 -43.98 -38.59 0 -3,009.97 0.00 3,009.97 3,773.57 1,886.79 7,111.95 3,530.67 30.73 -4 0.865 80.00 -41.85 -38.24 0 -2,851.76 0.00 2,851.76 3,733.35 1,866.68 6,919.59 3,435.18 34.27 -4.24 0.842 80.75 -41.40 -38.00 0 -2,823.08 0.00 2,823.08 3,340.02 1,670.01 6,275.61 3,115.48 34.94 -4.29 0.919 85.00 -40.08 -37.53 0 -2,661.57 0.00 2,661.57 3,305.40 1,652.70 6,103.59 3,030.08 38.87 -4.53 0.891 90.00 -38.57 -37.00 0 -2,473.94 0.00 2,473.94 3,263.68 1,631.84 5,902.28 2,930.14 43.77 -4.83 0.857 95.00 -37.08 -36.46 0 -2,288.96 0.00 2,288.96 3,220.87 1,610.43 5,702.22 2,830.82 48.97 -5.12 0.821 100.00 -35.64 -35.95 0 -2,106.67 0.00 2,106.67 3,176.98 1,588.49 5,503.55 2,732.19 54.47 -5.4 0.783 103.92 -34.55 -35.64 0 -1,965.85 0.00 1,965.85 3,141.84 1,570.92 5,348.97 2,655.45 58.99 -5.62 0.752 105.00 -34.06 -35.42 0 -1,927.25 0.00 1,927.25 3,132.00 1,566.00 5,306.39 2,634.31 60.27 -5.68 0.743 108.00 -29.27 -32.40 0 -1,821.00 0.00 1,821.00 3,104.50 1,552.25 5,188.87 2,575.97 63.89 -5.85 0.717 110.00 -28.41 -32.05 0 -1,756.19 0.00 1,756.19 2,355.43 1,177.72 3,968.27 1,970.02 66.36 -5.96 0.904 114.00 -27.36 -31.45 0 -1,627.75 0.00 1,627.75 2,332.08 1,166.04 3,857.90 1,915.22 71.44 -6.18 0.862 115.00 -27.12 -31.34 0 -1,596.30 0.00 1,596.30 2,326.14 1,163.07 3,830.35 1,901.55 72.74 -6.24 0.852 116.00 -26.74 -30.84 0 -1,564.97 0.00 1,564.97 2,320.15 1,160.07 3,802.82 1,887.88 74.05 -6.3 0.841 119.70 -25.87 -30.49 0 -1,450.72 0.00 1,450.72 2,297.61 1,148.81 3,701.15 1,837.40 79.02 -6.53 0.802 120.00 -25.61 -29.41 0 -1,439.94 0.00 1,439.94 2,295.76 1,147.88 3,692.92 1,833.32 79.43 -6.54 0.797 125.00 -24.47 -28.83 0 -1,292.90 0.00 1,292.90 2,264.30 1,132.15 3,556.09 1,765.39 86.42 -6.83 0.744 130.00 -23.35 -28.26 0 -1,148.73 0.00 1,148.73 2,231.76 1,115.88 3,420.01 1,697.84 93.71 -7.11 0.688 135.00 -22.27 -27.78 0 -1,007.46 0.00 1,007.46 2,198.13 1,099.07 3,284.78 1,630.71 101.28 -7.38 0.629 137.70 -21.66 -26.97 0 -930.47 0.00 930.47 2,179.53 1,089.76 3,212.16 1,594.65 105.49 -7.52 0.594 140.00 -21.19 -26.72 0 -868.44 0.00 868.44 2,163.43 1,081.71 3,150.54 1,564.06 109.12 -7.63 0.566 142.00 -19.95 -23.90 0 -815.00 0.00 815.00 2,149.24 1,074.62 3,097.15 1,537.56 112.33 -7.73 0.540 145.00 -17.31 -22.17 0 -743.31 0.00 743.31 2,127.63 1,063.82 3,017.41 1,497.97 117.22 -7.86 0.505 148.60 -16.67 -21.80 0 -663.51 0.00 663.51 2,101.19 1,050.60 2,922.31 1,450.76 123.19 -8.02 0.466 150.00 -16.42 -21.62 0 -632.99 0.00 632.99 2,090.76 1,045.38 2,885.51 1,432.49 125.54 -8.08 0.450 151.75 -16.11 -21.34 0 -595.16 0.00 595.16 2,077.60 1,038.80 2,839.65 1,409.72 128.51 -8.15 0.430 155.00 -15.23 -20.83 0 -525.79 0.00 525.79 2,052.80 1,026.40 2,754.96 1,367.68 134.08 -8.28 0.392 156.83 -14.75 -20.57 0 -487.60 0.00 487.60 1,448.51 724.25 1,957.58 971.83 137.27 -8.35 0.513 159.00 -14.07 -18.57 0 -443.03 0.00 443.03 1,439.22 719.61 1,921.28 953.81 141.06 -8.42 0.475 159.80 -13.94 -18.22 0 -428.17 0.00 428.17 1,435.74 717.87 1,907.89 947.16 142.47 -8.45 0.462 160.00 -13.92 -17.98 0 -424.53 0.00 424.53 1,434.86 717.43 1,904.54 945.50 142.82 -8.46 0.459 165.00 -13.24 -17.42 0 -334.62 0.00 334.62 1,412.44 706.22 1,821.00 904.02 151.75 -8.65 0.380 170.00 -12.59 -16.87 0 -247.50 0.00 247.50 1,388.93 694.47 1,737.81 862.72 160.86 -8.8 0.297 175.00 -7.60 -10.67 0 -162.39 0.00 162.39 1,364.34 682.17 1,655.09 821.66 170.11 -8.92 0.203 180.00 -7.17 -10.14 0 -109.04 0.00 109.04 1,338.67 669.34 1,572.97 780.89 179.46 -9.01 0.145 185.00 -6.72 -9.80 0 -58.33 0.00 58.33 1,311.91 655.96 1,491.58 740.48 188.89 -9.07 0.084 186.00 -4.59 -8.25 0 -48.53 0.00 48.53 1,306.43 653.22 1,475.40 732.45 190.78 -9.07 0.070 187.00 -3.59 -4.86 0 -40.28 0.00 40.28 1,300.91 650.45 1,459.26 724.44 192.68 -9.08 0.058 190.00 -3.37 -4.68 0 -25.70 0.00 25.70 1,284.08 642.04 1,411.04 700.50 198.36 -9.1 0.039 190.30 -3.19 -4.45 0 -24.30 0.00 24.30 1,282.37 641.19 1,406.24 698.11 198.93 -9.1 0.037 190.50 -3.17 -4.27 0 -23.41 0.00 23.41 1,281.23 640.62 1,403.04 696.53 199.31 -9.1 0.036 193.60 -2.76 -3.70 0 -10.16 0.00 10.16 1,263.36 631.68 1,353.64 672.00 205.2 -9.11 0.017 194.00 -0.70 -2.17 0 -8.68 0.00 8.68 1,261.03 630.51 1,347.30 668.86 205.96 -9.11 0.014 195.00 -0.64 -2.02 0 -6.52 0.00 6.52 1,255.15 627.58 1,331.47 661.00 207.86 -9.11 0.010 197.30 -0.39 -1.18 0 -1.87 0.00 1.87 1,241.49 620.74 1,295.22 643.00 212.23 -9.11 0.003 197.50 -0.27 -0.61 0 -1.64 0.00 1.64 1,240.29 620.14 1,292.08 641.44 212.61 -9.11 0.003 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 197.80 -0.08 -0.32 0 -1.45 0.00 1.45 1,238.49 619.24 1,287.38 639.11 213.18 -9.11 0.002 198.92 0.00 -0.30 0 -1.09 0.00 1.09 1,231.72 615.86 1,269.84 630.40 215.31 -9.11 0.002 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 CALCULATED FORCES Load Case: 0.9D + 1.6W 91 mph Wind with No Ice (Reduced DL)32 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead load Factor:0.90 Wind Load Factor:1.60 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -57.15 -44.66 0 -6,090.98 0.00 6,090.98 5,455.75 2,727.88 13,237.3 6,571.59 0 0 0.938 5.00 -55.61 -44.33 0 -5,867.70 0.00 5,867.70 5,404.98 2,702.49 12,908.3 6,408.27 0.13 -0.24 0.926 10.00 -53.91 -43.99 0 -5,646.07 0.00 5,646.07 5,353.12 2,676.56 12,580.7 6,245.59 0.51 -0.48 0.914 15.00 -52.24 -43.65 0 -5,426.11 0.00 5,426.11 5,300.18 2,650.09 12,254.4 6,083.64 1.14 -0.72 0.902 20.00 -50.58 -43.28 0 -5,207.86 0.00 5,207.86 5,246.16 2,623.08 11,929.8 5,922.47 2.02 -0.96 0.889 25.00 -48.95 -42.88 0 -4,991.47 0.00 4,991.47 5,191.05 2,595.53 11,606.8 5,762.13 3.16 -1.21 0.876 30.00 -47.34 -42.46 0 -4,777.06 0.00 4,777.06 5,134.87 2,567.43 11,285.7 5,602.70 4.56 -1.46 0.862 35.00 -45.75 -42.01 0 -4,564.78 0.00 4,564.78 5,077.59 2,538.80 10,966.5 5,444.23 6.22 -1.71 0.848 40.00 -44.19 -41.56 0 -4,354.71 0.00 4,354.71 5,019.24 2,509.62 10,649.3 5,286.79 8.14 -1.96 0.833 44.75 -42.80 -41.30 0 -4,157.29 0.00 4,157.29 4,962.80 2,481.40 10,350.0 5,138.22 10.21 -2.2 0.818 45.00 -42.60 -41.07 0 -4,146.96 0.00 4,146.96 4,959.80 2,479.90 10,334.4 5,130.43 10.33 -2.21 0.817 50.00 -40.20 -40.66 0 -3,941.62 0.00 3,941.62 4,899.28 2,449.64 10,021.7 4,975.22 12.78 -2.46 0.801 52.00 -39.22 -40.40 0 -3,860.30 0.00 3,860.30 3,993.52 1,996.76 8,253.33 4,097.30 13.83 -2.57 0.952 55.00 -38.37 -40.01 0 -3,739.11 0.00 3,739.11 3,967.27 1,983.64 8,108.44 4,025.37 15.49 -2.72 0.939 60.00 -37.01 -39.50 0 -3,539.07 0.00 3,539.07 3,922.65 1,961.33 7,867.89 3,905.95 18.49 -3 0.916 65.00 -35.68 -38.99 0 -3,341.56 0.00 3,341.56 3,876.95 1,938.48 7,628.60 3,787.16 21.79 -3.28 0.892 70.00 -34.39 -38.51 0 -3,146.61 0.00 3,146.61 3,830.17 1,915.08 7,390.71 3,669.06 25.38 -3.57 0.867 74.08 -33.39 -38.22 0 -2,989.38 0.00 2,989.38 3,791.16 1,895.58 7,197.55 3,573.17 28.53 -3.8 0.846 75.00 -32.84 -37.95 0 -2,954.34 0.00 2,954.34 3,782.30 1,891.15 7,154.33 3,551.71 29.26 -3.85 0.841 75.90 -32.42 -37.69 0 -2,920.18 0.00 2,920.18 3,773.57 1,886.79 7,111.95 3,530.67 29.99 -3.9 0.836 80.00 -30.81 -37.35 0 -2,765.66 0.00 2,765.66 3,733.35 1,866.68 6,919.59 3,435.18 33.44 -4.13 0.814 80.75 -30.46 -37.09 0 -2,737.65 0.00 2,737.65 3,340.02 1,670.01 6,275.61 3,115.48 34.09 -4.17 0.888 85.00 -29.44 -36.59 0 -2,580.01 0.00 2,580.01 3,305.40 1,652.70 6,103.59 3,030.08 37.91 -4.41 0.861 90.00 -28.28 -36.03 0 -2,397.08 0.00 2,397.08 3,263.68 1,631.84 5,902.28 2,930.14 42.68 -4.7 0.827 95.00 -27.15 -35.47 0 -2,216.93 0.00 2,216.93 3,220.87 1,610.43 5,702.22 2,830.82 47.75 -4.98 0.792 100.00 -26.04 -34.95 0 -2,039.60 0.00 2,039.60 3,176.98 1,588.49 5,503.55 2,732.19 53.1 -5.26 0.755 103.92 -25.22 -34.64 0 -1,902.71 0.00 1,902.71 3,141.84 1,570.92 5,348.97 2,655.45 57.5 -5.47 0.725 105.00 -24.84 -34.41 0 -1,865.19 0.00 1,865.19 3,132.00 1,566.00 5,306.39 2,634.31 58.75 -5.53 0.716 108.00 -21.29 -31.51 0 -1,761.97 0.00 1,761.97 3,104.50 1,552.25 5,188.87 2,575.97 62.27 -5.69 0.691 110.00 -20.63 -31.15 0 -1,698.95 0.00 1,698.95 2,355.43 1,177.72 3,968.27 1,970.02 64.67 -5.8 0.872 114.00 -19.85 -30.56 0 -1,574.10 0.00 1,574.10 2,332.08 1,166.04 3,857.90 1,915.22 69.61 -6 0.831 115.00 -19.66 -30.45 0 -1,543.54 0.00 1,543.54 2,326.14 1,163.07 3,830.35 1,901.55 70.87 -6.07 0.821 116.00 -19.37 -29.94 0 -1,513.09 0.00 1,513.09 2,320.15 1,160.07 3,802.82 1,887.88 72.15 -6.13 0.810 119.70 -18.72 -29.60 0 -1,402.17 0.00 1,402.17 2,297.61 1,148.81 3,701.15 1,837.40 76.97 -6.34 0.772 120.00 -18.54 -28.51 0 -1,391.66 0.00 1,391.66 2,295.76 1,147.88 3,692.92 1,833.32 77.37 -6.36 0.768 125.00 -17.67 -27.93 0 -1,249.13 0.00 1,249.13 2,264.30 1,132.15 3,556.09 1,765.39 84.17 -6.64 0.716 130.00 -16.82 -27.35 0 -1,109.48 0.00 1,109.48 2,231.76 1,115.88 3,420.01 1,697.84 91.25 -6.91 0.662 135.00 -16.00 -26.88 0 -972.73 0.00 972.73 2,198.13 1,099.07 3,284.78 1,630.71 98.61 -7.17 0.604 137.70 -15.56 -26.09 0 -898.15 0.00 898.15 2,179.53 1,089.76 3,212.16 1,594.65 102.69 -7.3 0.571 140.00 -15.20 -25.84 0 -838.15 0.00 838.15 2,163.43 1,081.71 3,150.54 1,564.06 106.23 -7.41 0.543 142.00 -14.34 -23.06 0 -786.47 0.00 786.47 2,149.24 1,074.62 3,097.15 1,537.56 109.34 -7.5 0.519 145.00 -12.39 -21.42 0 -717.29 0.00 717.29 2,127.63 1,063.82 3,017.41 1,497.97 114.09 -7.63 0.485 148.60 -11.91 -21.06 0 -640.18 0.00 640.18 2,101.19 1,050.60 2,922.31 1,450.76 119.89 -7.79 0.447 150.00 -11.73 -20.89 0 -610.69 0.00 610.69 2,090.76 1,045.38 2,885.51 1,432.49 122.17 -7.84 0.432 151.75 -11.50 -20.62 0 -574.14 0.00 574.14 2,077.60 1,038.80 2,839.65 1,409.72 125.05 -7.91 0.413 155.00 -10.84 -20.13 0 -507.13 0.00 507.13 2,052.80 1,026.40 2,754.96 1,367.68 130.46 -8.03 0.376 156.83 -10.49 -19.89 0 -470.23 0.00 470.23 1,448.51 724.25 1,957.58 971.83 133.55 -8.1 0.492 159.00 -10.03 -17.92 0 -427.14 0.00 427.14 1,439.22 719.61 1,921.28 953.81 137.23 -8.17 0.455 159.80 -9.94 -17.57 0 -412.81 0.00 412.81 1,435.74 717.87 1,907.89 947.16 138.6 -8.2 0.443 160.00 -9.93 -17.33 0 -409.29 0.00 409.29 1,434.86 717.43 1,904.54 945.50 138.94 -8.21 0.440 165.00 -9.43 -16.78 0 -322.66 0.00 322.66 1,412.44 706.22 1,821.00 904.02 147.61 -8.39 0.364 170.00 -8.95 -16.25 0 -238.74 0.00 238.74 1,388.93 694.47 1,737.81 862.72 156.45 -8.54 0.284 175.00 -5.38 -10.29 0 -156.73 0.00 156.73 1,364.34 682.17 1,655.09 821.66 165.43 -8.65 0.195 180.00 -5.07 -9.78 0 -105.29 0.00 105.29 1,338.67 669.34 1,572.97 780.89 174.5 -8.74 0.139 185.00 -4.75 -9.45 0 -56.40 0.00 56.40 1,311.91 655.96 1,491.58 740.48 183.65 -8.79 0.080 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 186.00 -3.19 -8.00 0 -46.95 0.00 46.95 1,306.43 653.22 1,475.40 732.45 185.49 -8.8 0.067 187.00 -2.54 -4.68 0 -38.94 0.00 38.94 1,300.91 650.45 1,459.26 724.44 187.32 -8.81 0.056 190.00 -2.38 -4.50 0 -24.91 0.00 24.91 1,284.08 642.04 1,411.04 700.50 192.84 -8.82 0.037 190.30 -2.26 -4.28 0 -23.56 0.00 23.56 1,282.37 641.19 1,406.24 698.11 193.4 -8.83 0.036 190.50 -2.25 -4.11 0 -22.70 0.00 22.70 1,281.23 640.62 1,403.04 696.53 193.76 -8.83 0.034 193.60 -1.96 -3.55 0 -9.96 0.00 9.96 1,263.36 631.68 1,353.64 672.00 199.48 -8.84 0.016 194.00 -0.45 -2.13 0 -8.54 0.00 8.54 1,261.03 630.51 1,347.30 668.86 200.21 -8.84 0.013 195.00 -0.41 -1.98 0 -6.41 0.00 6.41 1,255.15 627.58 1,331.47 661.00 202.06 -8.84 0.010 197.30 -0.25 -1.15 0 -1.86 0.00 1.86 1,241.49 620.74 1,295.22 643.00 206.3 -8.84 0.003 197.50 -0.18 -0.60 0 -1.63 0.00 1.63 1,240.29 620.14 1,292.08 641.44 206.67 -8.84 0.003 197.80 -0.05 -0.32 0 -1.45 0.00 1.45 1,238.49 619.24 1,287.38 639.11 207.22 -8.84 0.002 198.92 0.00 -0.30 0 -1.09 0.00 1.09 1,231.72 615.86 1,269.84 630.40 209.28 -8.84 0.002 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 CALCULATED FORCES Load Case: 1.2D + 1.0Di + 1.0Wi 50 mph Wind with 1.5" Radial Ice 34 Iterations Gust Response Factor:1.10 Ice Dead Load Factor 1.00 Wind Importance Factor 1.00 Dead load Factor:1.20 Ice Importance Factor 1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -148.44 -17.24 0 -2,842.48 0.00 2,842.48 5,455.75 2,727.88 13,237.3 6,571.59 0 0 0.460 5.00 -145.72 -17.34 0 -2,756.28 0.00 2,756.28 5,404.98 2,702.49 12,908.3 6,408.27 0.06 -0.11 0.457 10.00 -142.68 -17.43 0 -2,669.58 0.00 2,669.58 5,353.12 2,676.56 12,580.7 6,245.59 0.24 -0.22 0.454 15.00 -139.63 -17.52 0 -2,582.41 0.00 2,582.41 5,300.18 2,650.09 12,254.4 6,083.64 0.53 -0.34 0.451 20.00 -136.58 -17.59 0 -2,494.82 0.00 2,494.82 5,246.16 2,623.08 11,929.8 5,922.47 0.95 -0.46 0.447 25.00 -133.55 -17.65 0 -2,406.88 0.00 2,406.88 5,191.05 2,595.53 11,606.8 5,762.13 1.49 -0.57 0.443 30.00 -130.54 -17.69 0 -2,318.65 0.00 2,318.65 5,134.87 2,567.43 11,285.7 5,602.70 2.16 -0.69 0.439 35.00 -127.56 -17.72 0 -2,230.21 0.00 2,230.21 5,077.59 2,538.80 10,966.5 5,444.23 2.95 -0.82 0.435 40.00 -124.60 -17.74 0 -2,141.61 0.00 2,141.61 5,019.24 2,509.62 10,649.3 5,286.79 3.87 -0.94 0.430 44.75 -121.83 -17.72 0 -2,057.37 0.00 2,057.37 4,962.80 2,481.40 10,350.0 5,138.22 4.86 -1.06 0.425 45.00 -121.61 -17.74 0 -2,052.94 0.00 2,052.94 4,959.80 2,479.90 10,334.4 5,130.43 4.92 -1.06 0.425 50.00 -117.46 -17.69 0 -1,964.23 0.00 1,964.23 4,899.28 2,449.64 10,021.7 4,975.22 6.1 -1.19 0.419 52.00 -115.81 -17.68 0 -1,928.85 0.00 1,928.85 3,993.52 1,996.76 8,253.33 4,097.30 6.6 -1.24 0.500 55.00 -114.19 -17.70 0 -1,875.80 0.00 1,875.80 3,967.27 1,983.64 8,108.44 4,025.37 7.41 -1.32 0.495 60.00 -111.52 -17.70 0 -1,787.32 0.00 1,787.32 3,922.65 1,961.33 7,867.89 3,905.95 8.86 -1.46 0.486 65.00 -108.88 -17.69 0 -1,698.84 0.00 1,698.84 3,876.95 1,938.48 7,628.60 3,787.16 10.47 -1.6 0.477 70.00 -106.28 -17.66 0 -1,610.42 0.00 1,610.42 3,830.17 1,915.08 7,390.71 3,669.06 12.22 -1.75 0.467 74.08 -104.19 -17.62 0 -1,538.32 0.00 1,538.32 3,791.16 1,895.58 7,197.55 3,573.17 13.77 -1.86 0.458 75.00 -102.68 -17.50 0 -1,522.17 0.00 1,522.17 3,782.30 1,891.15 7,154.33 3,551.71 14.13 -1.89 0.456 75.90 -102.01 -17.49 0 -1,506.42 0.00 1,506.42 3,773.57 1,886.79 7,111.95 3,530.67 14.49 -1.92 0.454 80.00 -99.09 -17.41 0 -1,434.70 0.00 1,434.70 3,733.35 1,866.68 6,919.59 3,435.18 16.19 -2.04 0.444 80.75 -98.54 -17.41 0 -1,421.65 0.00 1,421.65 3,340.02 1,670.01 6,275.61 3,115.48 16.51 -2.06 0.486 85.00 -96.47 -17.36 0 -1,347.66 0.00 1,347.66 3,305.40 1,652.70 6,103.59 3,030.08 18.4 -2.18 0.474 90.00 -94.06 -17.30 0 -1,260.85 0.00 1,260.85 3,263.68 1,631.84 5,902.28 2,930.14 20.76 -2.33 0.459 95.00 -91.69 -17.23 0 -1,174.34 0.00 1,174.34 3,220.87 1,610.43 5,702.22 2,830.82 23.28 -2.48 0.443 100.00 -89.36 -17.14 0 -1,088.20 0.00 1,088.20 3,176.98 1,588.49 5,503.55 2,732.19 25.96 -2.63 0.427 103.92 -87.56 -17.06 0 -1,021.07 0.00 1,021.07 3,141.84 1,570.92 5,348.97 2,655.45 28.16 -2.74 0.413 105.00 -86.89 -17.04 0 -1,002.58 0.00 1,002.58 3,132.00 1,566.00 5,306.39 2,634.31 28.79 -2.77 0.408 108.00 -76.33 -15.56 0 -951.47 0.00 951.47 3,104.50 1,552.25 5,188.87 2,575.97 30.56 -2.86 0.394 110.00 -75.12 -15.49 0 -920.36 0.00 920.36 2,355.43 1,177.72 3,968.27 1,970.02 31.77 -2.92 0.499 114.00 -73.09 -15.29 0 -858.33 0.00 858.33 2,332.08 1,166.04 3,857.90 1,915.22 34.26 -3.03 0.480 115.00 -72.67 -15.27 0 -843.05 0.00 843.05 2,326.14 1,163.07 3,830.35 1,901.55 34.9 -3.07 0.475 116.00 -71.87 -15.14 0 -827.78 0.00 827.78 2,320.15 1,160.07 3,802.82 1,887.88 35.55 -3.1 0.470 119.70 -70.24 -15.02 0 -771.72 0.00 771.72 2,297.61 1,148.81 3,701.15 1,837.40 37.99 -3.22 0.451 120.00 -69.21 -14.74 0 -766.79 0.00 766.79 2,295.76 1,147.88 3,692.92 1,833.32 38.2 -3.23 0.449 125.00 -67.20 -14.60 0 -693.09 0.00 693.09 2,264.30 1,132.15 3,556.09 1,765.39 41.66 -3.38 0.422 130.00 -65.24 -14.45 0 -620.07 0.00 620.07 2,231.76 1,115.88 3,420.01 1,697.84 45.28 -3.53 0.395 135.00 -63.31 -14.30 0 -547.82 0.00 547.82 2,198.13 1,099.07 3,284.78 1,630.71 49.05 -3.67 0.365 137.70 -61.69 -13.99 0 -508.49 0.00 508.49 2,179.53 1,089.76 3,212.16 1,594.65 51.15 -3.75 0.347 140.00 -60.83 -13.91 0 -476.32 0.00 476.32 2,163.43 1,081.71 3,150.54 1,564.06 52.97 -3.81 0.333 142.00 -55.07 -12.75 0 -448.50 0.00 448.50 2,149.24 1,074.62 3,097.15 1,537.56 54.58 -3.87 0.317 145.00 -50.31 -11.82 0 -410.25 0.00 410.25 2,127.63 1,063.82 3,017.41 1,497.97 57.03 -3.94 0.298 148.60 -49.01 -11.65 0 -367.71 0.00 367.71 2,101.19 1,050.60 2,922.31 1,450.76 60.04 -4.03 0.277 150.00 -48.53 -11.59 0 -351.40 0.00 351.40 2,090.76 1,045.38 2,885.51 1,432.49 61.22 -4.06 0.269 151.75 -47.94 -11.50 0 -331.12 0.00 331.12 2,077.60 1,038.80 2,839.65 1,409.72 62.72 -4.1 0.258 155.00 -46.32 -11.27 0 -293.76 0.00 293.76 2,052.80 1,026.40 2,754.96 1,367.68 65.53 -4.17 0.237 156.83 -45.54 -11.17 0 -273.11 0.00 273.11 1,448.51 724.25 1,957.58 971.83 67.14 -4.21 0.313 159.00 -42.65 -10.29 0 -248.91 0.00 248.91 1,439.22 719.61 1,921.28 953.81 69.06 -4.25 0.291 159.80 -42.09 -10.06 0 -240.68 0.00 240.68 1,435.74 717.87 1,907.89 947.16 69.77 -4.27 0.284 160.00 -42.03 -10.00 0 -238.67 0.00 238.67 1,434.86 717.43 1,904.54 945.50 69.95 -4.27 0.282 165.00 -40.55 -9.77 0 -188.67 0.00 188.67 1,412.44 706.22 1,821.00 904.02 74.48 -4.38 0.238 170.00 -39.11 -9.53 0 -139.80 0.00 139.80 1,388.93 694.47 1,737.81 862.72 79.11 -4.47 0.190 175.00 -23.29 -6.21 0 -91.87 0.00 91.87 1,364.34 682.17 1,655.09 821.66 83.82 -4.53 0.129 180.00 -22.08 -5.95 0 -60.83 0.00 60.83 1,338.67 669.34 1,572.97 780.89 88.59 -4.58 0.094 185.00 -20.90 -5.76 0 -31.07 0.00 31.07 1,311.91 655.96 1,491.58 740.48 93.4 -4.61 0.058 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 186.00 -16.93 -4.82 0 -25.31 0.00 25.31 1,306.43 653.22 1,475.40 732.45 94.37 -4.62 0.048 187.00 -10.84 -2.55 0 -20.49 0.00 20.49 1,300.91 650.45 1,459.26 724.44 95.34 -4.62 0.037 190.00 -10.19 -2.45 0 -12.83 0.00 12.83 1,284.08 642.04 1,411.04 700.50 98.24 -4.63 0.026 190.30 -9.52 -2.32 0 -12.10 0.00 12.10 1,282.37 641.19 1,406.24 698.11 98.53 -4.63 0.025 190.50 -9.40 -2.24 0 -11.64 0.00 11.64 1,281.23 640.62 1,403.04 696.53 98.73 -4.63 0.024 193.60 -7.96 -1.95 0 -4.69 0.00 4.69 1,263.36 631.68 1,353.64 672.00 101.73 -4.64 0.013 194.00 -4.14 -1.02 0 -3.91 0.00 3.91 1,261.03 630.51 1,347.30 668.86 102.12 -4.64 0.009 195.00 -3.93 -0.95 0 -2.89 0.00 2.89 1,255.15 627.58 1,331.47 661.00 103.09 -4.64 0.008 197.30 -2.28 -0.55 0 -0.70 0.00 0.70 1,241.49 620.74 1,295.22 643.00 105.32 -4.64 0.003 197.50 -1.27 -0.30 0 -0.59 0.00 0.59 1,240.29 620.14 1,292.08 641.44 105.51 -4.64 0.002 197.80 -0.53 -0.14 0 -0.50 0.00 0.50 1,238.49 619.24 1,287.38 639.11 105.8 -4.64 0.001 198.92 0.00 -0.10 0 -0.34 0.00 0.34 1,231.72 615.86 1,269.84 630.40 106.89 -4.64 0.001 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 CALCULATED FORCES Load Case: 1.0D + 1.0W 60 mph Wind with No Ice 31 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead load Factor:1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -63.60 -10.86 0 -1,496.10 0.00 1,496.10 5,455.75 2,727.88 13,237.3 6,571.59 0 0 0.239 5.00 -62.09 -10.79 0 -1,441.80 0.00 1,441.80 5,404.98 2,702.49 12,908.3 6,408.27 0.03 -0.06 0.236 10.00 -60.39 -10.71 0 -1,387.87 0.00 1,387.87 5,353.12 2,676.56 12,580.7 6,245.59 0.12 -0.12 0.234 15.00 -58.71 -10.64 0 -1,334.31 0.00 1,334.31 5,300.18 2,650.09 12,254.4 6,083.64 0.28 -0.18 0.230 20.00 -57.06 -10.55 0 -1,281.13 0.00 1,281.13 5,246.16 2,623.08 11,929.8 5,922.47 0.5 -0.24 0.227 25.00 -55.42 -10.46 0 -1,228.37 0.00 1,228.37 5,191.05 2,595.53 11,606.8 5,762.13 0.78 -0.3 0.224 30.00 -53.81 -10.37 0 -1,176.06 0.00 1,176.06 5,134.87 2,567.43 11,285.7 5,602.70 1.12 -0.36 0.220 35.00 -52.22 -10.26 0 -1,124.24 0.00 1,124.24 5,077.59 2,538.80 10,966.5 5,444.23 1.53 -0.42 0.217 40.00 -50.66 -10.16 0 -1,072.92 0.00 1,072.92 5,019.24 2,509.62 10,649.3 5,286.79 2 -0.48 0.213 44.75 -49.19 -10.10 0 -1,024.66 0.00 1,024.66 4,962.80 2,481.40 10,350.0 5,138.22 2.51 -0.54 0.209 45.00 -49.06 -10.05 0 -1,022.13 0.00 1,022.13 4,959.80 2,479.90 10,334.4 5,130.43 2.54 -0.54 0.209 50.00 -46.50 -9.95 0 -971.90 0.00 971.90 4,899.28 2,449.64 10,021.7 4,975.22 3.14 -0.61 0.205 52.00 -45.49 -9.89 0 -952.00 0.00 952.00 3,993.52 1,996.76 8,253.33 4,097.30 3.4 -0.63 0.244 55.00 -44.68 -9.80 0 -922.34 0.00 922.34 3,967.27 1,983.64 8,108.44 4,025.37 3.81 -0.67 0.240 60.00 -43.35 -9.68 0 -873.35 0.00 873.35 3,922.65 1,961.33 7,867.89 3,905.95 4.55 -0.74 0.235 65.00 -42.03 -9.56 0 -824.94 0.00 824.94 3,876.95 1,938.48 7,628.60 3,787.16 5.36 -0.81 0.229 70.00 -40.74 -9.45 0 -777.13 0.00 777.13 3,830.17 1,915.08 7,390.71 3,669.06 6.25 -0.88 0.222 74.08 -39.70 -9.38 0 -738.54 0.00 738.54 3,791.16 1,895.58 7,197.55 3,573.17 7.02 -0.94 0.217 75.00 -39.11 -9.32 0 -729.94 0.00 729.94 3,782.30 1,891.15 7,154.33 3,551.71 7.2 -0.95 0.216 75.90 -38.72 -9.26 0 -721.55 0.00 721.55 3,773.57 1,886.79 7,111.95 3,530.67 7.38 -0.96 0.215 80.00 -36.99 -9.18 0 -683.60 0.00 683.60 3,733.35 1,866.68 6,919.59 3,435.18 8.23 -1.02 0.209 80.75 -36.67 -9.12 0 -676.71 0.00 676.71 3,340.02 1,670.01 6,275.61 3,115.48 8.4 -1.03 0.228 85.00 -35.67 -9.00 0 -637.97 0.00 637.97 3,305.40 1,652.70 6,103.59 3,030.08 9.34 -1.09 0.221 90.00 -34.52 -8.87 0 -592.98 0.00 592.98 3,263.68 1,631.84 5,902.28 2,930.14 10.51 -1.16 0.213 95.00 -33.37 -8.74 0 -548.64 0.00 548.64 3,220.87 1,610.43 5,702.22 2,830.82 11.76 -1.23 0.204 100.00 -32.25 -8.61 0 -504.96 0.00 504.96 3,176.98 1,588.49 5,503.55 2,732.19 13.09 -1.3 0.195 103.92 -31.39 -8.54 0 -471.22 0.00 471.22 3,141.84 1,570.92 5,348.97 2,655.45 14.17 -1.35 0.187 105.00 -31.01 -8.49 0 -461.97 0.00 461.97 3,132.00 1,566.00 5,306.39 2,634.31 14.48 -1.36 0.185 108.00 -26.86 -7.77 0 -436.52 0.00 436.52 3,104.50 1,552.25 5,188.87 2,575.97 15.35 -1.4 0.178 110.00 -26.18 -7.68 0 -420.98 0.00 420.98 2,355.43 1,177.72 3,968.27 1,970.02 15.94 -1.43 0.225 114.00 -25.32 -7.54 0 -390.18 0.00 390.18 2,332.08 1,166.04 3,857.90 1,915.22 17.16 -1.48 0.215 115.00 -25.13 -7.52 0 -382.64 0.00 382.64 2,326.14 1,163.07 3,830.35 1,901.55 17.48 -1.5 0.212 116.00 -24.83 -7.39 0 -375.12 0.00 375.12 2,320.15 1,160.07 3,802.82 1,887.88 17.79 -1.51 0.209 119.70 -24.12 -7.31 0 -347.74 0.00 347.74 2,297.61 1,148.81 3,701.15 1,837.40 18.99 -1.57 0.200 120.00 -23.87 -7.05 0 -345.15 0.00 345.15 2,295.76 1,147.88 3,692.92 1,833.32 19.08 -1.57 0.199 125.00 -22.96 -6.91 0 -309.92 0.00 309.92 2,264.30 1,132.15 3,556.09 1,765.39 20.77 -1.64 0.186 130.00 -22.08 -6.77 0 -275.37 0.00 275.37 2,231.76 1,115.88 3,420.01 1,697.84 22.52 -1.71 0.172 135.00 -21.20 -6.66 0 -241.52 0.00 241.52 2,198.13 1,099.07 3,284.78 1,630.71 24.34 -1.77 0.158 137.70 -20.66 -6.46 0 -223.06 0.00 223.06 2,179.53 1,089.76 3,212.16 1,594.65 25.35 -1.8 0.149 140.00 -20.28 -6.40 0 -208.19 0.00 208.19 2,163.43 1,081.71 3,150.54 1,564.06 26.23 -1.83 0.143 142.00 -18.99 -5.72 0 -195.39 0.00 195.39 2,149.24 1,074.62 3,097.15 1,537.56 27 -1.85 0.136 145.00 -16.67 -5.31 0 -178.22 0.00 178.22 2,127.63 1,063.82 3,017.41 1,497.97 28.17 -1.89 0.127 148.60 -16.13 -5.23 0 -159.10 0.00 159.10 2,101.19 1,050.60 2,922.31 1,450.76 29.61 -1.92 0.117 150.00 -15.92 -5.18 0 -151.78 0.00 151.78 2,090.76 1,045.38 2,885.51 1,432.49 30.18 -1.94 0.114 151.75 -15.67 -5.12 0 -142.71 0.00 142.71 2,077.60 1,038.80 2,839.65 1,409.72 30.89 -1.96 0.109 155.00 -14.91 -5.00 0 -126.08 0.00 126.08 2,052.80 1,026.40 2,754.96 1,367.68 32.23 -1.99 0.099 156.83 -14.50 -4.94 0 -116.92 0.00 116.92 1,448.51 724.25 1,957.58 971.83 33 -2 0.130 159.00 -13.72 -4.45 0 -106.22 0.00 106.22 1,439.22 719.61 1,921.28 953.81 33.91 -2.02 0.121 159.80 -13.58 -4.37 0 -102.66 0.00 102.66 1,435.74 717.87 1,907.89 947.16 34.25 -2.03 0.118 160.00 -13.55 -4.31 0 -101.79 0.00 101.79 1,434.86 717.43 1,904.54 945.50 34.33 -2.03 0.117 165.00 -12.97 -4.17 0 -80.25 0.00 80.25 1,412.44 706.22 1,821.00 904.02 36.48 -2.07 0.098 170.00 -12.40 -4.04 0 -59.38 0.00 59.38 1,388.93 694.47 1,737.81 862.72 38.68 -2.11 0.078 175.00 -7.55 -2.56 0 -38.98 0.00 38.98 1,364.34 682.17 1,655.09 821.66 40.9 -2.14 0.053 180.00 -7.14 -2.43 0 -26.18 0.00 26.18 1,338.67 669.34 1,572.97 780.89 43.15 -2.16 0.039 185.00 -6.74 -2.35 0 -14.02 0.00 14.02 1,311.91 655.96 1,491.58 740.48 45.43 -2.17 0.024 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 186.00 -4.79 -1.99 0 -11.67 0.00 11.67 1,306.43 653.22 1,475.40 732.45 45.88 -2.18 0.020 187.00 -3.55 -1.16 0 -9.68 0.00 9.68 1,300.91 650.45 1,459.26 724.44 46.34 -2.18 0.016 190.00 -3.35 -1.12 0 -6.19 0.00 6.19 1,284.08 642.04 1,411.04 700.50 47.71 -2.18 0.011 190.30 -3.17 -1.07 0 -5.85 0.00 5.85 1,282.37 641.19 1,406.24 698.11 47.84 -2.18 0.011 190.50 -3.14 -1.02 0 -5.64 0.00 5.64 1,281.23 640.62 1,403.04 696.53 47.93 -2.18 0.011 193.60 -2.73 -0.89 0 -2.46 0.00 2.46 1,263.36 631.68 1,353.64 672.00 49.35 -2.18 0.006 194.00 -0.84 -0.53 0 -2.11 0.00 2.11 1,261.03 630.51 1,347.30 668.86 49.54 -2.18 0.004 195.00 -0.78 -0.49 0 -1.58 0.00 1.58 1,255.15 627.58 1,331.47 661.00 49.99 -2.19 0.003 197.30 -0.46 -0.29 0 -0.45 0.00 0.45 1,241.49 620.74 1,295.22 643.00 51.05 -2.19 0.001 197.50 -0.30 -0.15 0 -0.40 0.00 0.40 1,240.29 620.14 1,292.08 641.44 51.14 -2.19 0.001 197.80 -0.10 -0.08 0 -0.35 0.00 0.35 1,238.49 619.24 1,287.38 639.11 51.27 -2.19 0.001 198.92 0.00 -0.07 0 -0.27 0.00 0.27 1,231.72 615.86 1,269.84 630.40 51.79 -2.19 0.000 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-10 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period (SS):0.170 Spectral Response Acceleration at 1.0 Second Period (S1):0.066 Long-Period Transition Period (TL – Seconds):6 Importance Factor (Ie):1.000 Site Coefficient Fa:1.600 Site Coefficient Fv:2.400 Response Modification Coefficient (R):1.500 Design Spectral Response Acceleration at Short Period (Sds):0.181 Design Spectral Response Acceleration at 1.0 Second Period (Sd1):0.106 Seismic Response Coefficient (Cs):0.030 Upper Limit CS:0.030 Lower Limit CS:0.030 Period based on Rayleigh Method (sec):3.510 Redundancy Factor (p):1.000 Seismic Force Distribution Exponent (k):2.000 Total Unfactored Dead Load:63.600 k Seismic Base Shear (E):1.910 k SEISMIC FORCES (1.2 + 0.2Sds) * DL + E ELFM Seismic Segment Height Above Base (ft) Weight (lb) Wz (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 66 198.36 67 2,629 0.003 6 83 65 197.65 18 703 0.001 2 22 64 197.4 12 468 0.000 1 15 63 196.15 147 5,672 0.007 13 182 62 194.5 65 2,472 0.003 5 81 61 193.8 26 986 0.001 2 32 60 192.05 206 7,593 0.009 17 254 59 190.4 13 487 0.001 1 17 58 190.15 20 729 0.001 2 25 57 188.5 204 7,243 0.008 16 252 56 186.5 73 2,526 0.003 6 90 55 185.5 80 2,745 0.003 6 99 54 182.5 405 13,500 0.016 30 501 53 177.5 416 13,113 0.015 29 515 52 172.5 541 16,111 0.019 36 669 51 167.5 575 16,134 0.019 36 711 50 162.5 586 15,472 0.018 34 724 49 159.9 24 605 0.001 1 29 48 159.4 96 2,443 0.003 5 119 47 157.9167 263 6,560 0.008 15 325 46 155.9167 405 9,856 0.012 22 501 45 153.375 728 17,122 0.020 38 900 44 150.875 256 5,823 0.007 13 316 43 149.3 206 4,589 0.005 10 255 42 146.8 535 11,539 0.013 26 662 41 143.5 455 9,373 0.011 21 563 40 141 329 6,540 0.008 15 407 39 138.85 383 7,375 0.009 16 473 38 136.35 464 8,633 0.010 19 574 37 132.5 871 15,286 0.018 34 1,076 36 127.5 885 14,382 0.017 32 1,094 35 122.5 899 13,486 0.016 30 1,111 34 119.85 54 782 0.001 2 67 33 117.85 675 9,377 0.011 21 835 32 115.5 184 2,453 0.003 5 227 31 114.5 184 2,418 0.003 5 228 30 112 744 9,328 0.011 21 919 29 109 676 8,035 0.009 18 836 28 106.5 1,031 11,691 0.014 26 1,274 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 27 104.4584 375 4,091 0.005 9 464 26 101.9584 862 8,966 0.010 20 1,066 25 97.5 1,116 10,611 0.012 24 1,380 24 92.5 1,133 9,697 0.011 22 1,401 23 87.5 1,150 8,808 0.010 20 1,422 22 82.875 991 6,808 0.008 15 1,225 21 80.375 313 2,023 0.002 4 387 20 77.95 1,726 10,489 0.012 23 2,134 19 75.45 382 2,175 0.002 5 472 18 74.5417 391 2,170 0.002 5 483 17 72.0417 1,036 5,379 0.006 12 1,281 16 67.5 1,286 5,859 0.007 13 1,590 15 62.5 1,305 5,096 0.006 11 1,613 14 57.5 1,323 4,375 0.005 10 1,636 13 53.5 803 2,298 0.003 5 993 12 51 1,008 2,623 0.003 6 1,247 11 47.5 2,549 5,752 0.007 13 3,152 10 44.875 129 259 0.000 1 159 9 42.375 1,459 2,620 0.003 6 1,804 8 37.5 1,557 2,190 0.002 5 1,925 7 32.5 1,579 1,668 0.002 4 1,952 6 27.5 1,601 1,211 0.001 3 1,979 5 22.5 1,623 821 0.001 2 2,006 4 17.5 1,644 504 0.001 1 2,033 3 12.5 1,666 260 0.000 1 2,060 2 7.5 1,688 95 0.000 0 2,086 1 2.5 1,501 9 0.000 0 1,856 RFS SB2-107AMPT 198.92 26 1,049 0.001 2 33 Alcatel-Lucent MPR e 198.92 13 514 0.001 1 16 Alcatel-Lucent 1900MHz RRH (65MHz)197.8 180 7,042 0.008 16 223 RFS APXVTM14-C-I20 197.5 159 6,190 0.007 14 196 RFS APXVSPP18-C-A20 197.3 171 6,657 0.008 15 211 Generic Round Low Profile Platform 194 1,875 70,568 0.082 157 2,318 Generic Round Low Profile Platform 186 1,875 64,868 0.075 144 2,318 Generic Round Low Profile Platform 145 1,875 39,422 0.046 87 2,318 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield 193.6 210 7,871 0.009 17 260 Alcatel-Lucent ALU 800MHz External Notch Filter 190.5 18 639 0.001 1 22 Alcatel-Lucent 800 MHz RRH 190.3 159 5,758 0.007 13 197 Ericsson 4460 BAND 2/25 187 327 11,435 0.013 25 404 Ericsson 4480 BAND 71 187 243 8,497 0.010 19 300 Ericsson AIR 6419 B41 187 206 7,186 0.008 16 254 RFS APXVLL19P_43-C-A20 187 123 4,291 0.005 10 152 Ericsson 840590966 187 304 10,638 0.012 24 376 Kathrein Scala 860 10025 175 7 220 0.000 0 9 Powerwave Allgon TT19-08BP111-001 175 96 2,940 0.003 7 119 Raycap DC6-48-60-18-8F ("Squid")175 38 1,158 0.001 3 47 Ericsson RRUS 8843 B2, B66A 175 216 6,615 0.008 15 267 Ericsson RRUS 4449 B5, B12 175 213 6,523 0.008 14 263 Generic Mount Reinforcement 175 600 18,375 0.021 41 742 Kathrein Scala 800 10122 175 178 5,467 0.006 12 221 CCI HPA65R-BU8A 175 162 4,961 0.006 11 200 Kathrein Scala 80010966 175 344 10,529 0.012 23 425 Generic Round Platform with Handrails 175 2,500 76,562 0.089 170 3,091 Generic Round Platform with Handrails 108 2,500 29,160 0.034 65 3,091 RFI Antennas CC807-08 159.8 24 621 0.001 1 30 RFI Antennas CC807-08 159.8 24 621 0.001 1 30 Generic Flat Stand-Off 159 375 9,480 0.011 21 464 dbSpectra DS7C14PPTU 159 80 2,022 0.002 4 99 dbSpectra DS7C14PPTU 159 80 2,022 0.002 4 99 TX RX Systems 432F-83W-01-C-110/110R/48/48R 155 18 432 0.000 1 22 TX RX Systems 432F-83W-01-C-110/110R/48/48R 155 18 432 0.000 1 22 Generic 5' Omni 148.6 10 221 0.000 0 12 Samsung B2/B66A RRH ORAN (RF 4439d-25A)142 224 4,519 0.005 10 277 Samsung RF4461d-13A 142 237 4,785 0.006 11 293 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 Raycap RVZDC-6627-PF-48 142 32 645 0.001 1 40 Samsung MT6413-77A 142 172 3,466 0.004 8 213 Commscope NHH-65C-R2B 142 310 6,243 0.007 14 383 RFS APXV18-206517 137.7 79 1,502 0.002 3 98 Generic Radio/ODU 120 30 432 0.000 1 37 Generic Radio/ODU 119.7 30 430 0.000 1 37 Generic Radio/ODU 116 30 404 0.000 1 37 Generic Radio/ODU 114 30 390 0.000 1 37 Generic 4' HP Dish 120 170 2,448 0.003 5 210 Generic 2' HP Dish 116 90 1,211 0.001 3 111 Generic 2' HP Dish 114 90 1,170 0.001 3 111 Commscope RDIDC-9181-PF-48 108 22 255 0.000 1 27 Fujitsu TA08025-B605 108 225 2,624 0.003 6 278 Fujitsu TA08025-B604 108 192 2,236 0.003 5 237 JMA Wireless MX08FRO665-21 108 194 2,257 0.003 5 239 PCTEL GPS-TMG-HR-26N 75.9 1 3 0.000 0 1 Stand-Off 75 200 1,125 0.001 2 247 Totals:63,604 860,268 1.000 1,908 78,632 SEISMIC FORCES (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Segment Height Above Base (ft) Weight (lb) Wz (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 66 198.36 67 2,629 0.003 6 58 65 197.65 18 703 0.001 2 16 64 197.4 12 468 0.000 1 10 63 196.15 147 5,672 0.007 13 127 62 194.5 65 2,472 0.003 5 56 61 193.8 26 986 0.001 2 23 60 192.05 206 7,593 0.009 17 178 59 190.4 13 487 0.001 1 12 58 190.15 20 729 0.001 2 17 57 188.5 204 7,243 0.008 16 176 56 186.5 73 2,526 0.003 6 63 55 185.5 80 2,745 0.003 6 69 54 182.5 405 13,500 0.016 30 350 53 177.5 416 13,113 0.015 29 359 52 172.5 541 16,111 0.019 36 468 51 167.5 575 16,134 0.019 36 497 50 162.5 586 15,472 0.018 34 506 49 159.9 24 605 0.001 1 20 48 159.4 96 2,443 0.003 5 83 47 157.9167 263 6,560 0.008 15 227 46 155.9167 405 9,856 0.012 22 350 45 153.375 728 17,122 0.020 38 629 44 150.875 256 5,823 0.007 13 221 43 149.3 206 4,589 0.005 10 178 42 146.8 535 11,539 0.013 26 462 41 143.5 455 9,373 0.011 21 393 40 141 329 6,540 0.008 15 284 39 138.85 383 7,375 0.009 16 330 38 136.35 464 8,633 0.010 19 401 37 132.5 871 15,286 0.018 34 752 36 127.5 885 14,382 0.017 32 764 35 122.5 899 13,486 0.016 30 776 34 119.85 54 782 0.001 2 47 33 117.85 675 9,377 0.011 21 583 32 115.5 184 2,453 0.003 5 159 31 114.5 184 2,418 0.003 5 159 30 112 744 9,328 0.011 21 642 29 109 676 8,035 0.009 18 584 28 106.5 1,031 11,691 0.014 26 890 27 104.4584 375 4,091 0.005 9 324 26 101.9584 862 8,966 0.010 20 745 25 97.5 1,116 10,611 0.012 24 964 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 24 92.5 1,133 9,697 0.011 22 979 23 87.5 1,150 8,808 0.010 20 994 22 82.875 991 6,808 0.008 15 856 21 80.375 313 2,023 0.002 4 270 20 77.95 1,726 10,489 0.012 23 1,491 19 75.45 382 2,175 0.002 5 330 18 74.5417 391 2,170 0.002 5 337 17 72.0417 1,036 5,379 0.006 12 895 16 67.5 1,286 5,859 0.007 13 1,111 15 62.5 1,305 5,096 0.006 11 1,127 14 57.5 1,323 4,375 0.005 10 1,143 13 53.5 803 2,298 0.003 5 693 12 51 1,008 2,623 0.003 6 871 11 47.5 2,549 5,752 0.007 13 2,202 10 44.875 129 259 0.000 1 111 9 42.375 1,459 2,620 0.003 6 1,260 8 37.5 1,557 2,190 0.002 5 1,345 7 32.5 1,579 1,668 0.002 4 1,364 6 27.5 1,601 1,211 0.001 3 1,383 5 22.5 1,623 821 0.001 2 1,401 4 17.5 1,644 504 0.001 1 1,420 3 12.5 1,666 260 0.000 1 1,439 2 7.5 1,688 95 0.000 0 1,458 1 2.5 1,501 9 0.000 0 1,296 RFS SB2-107AMPT 198.92 26 1,049 0.001 2 23 Alcatel-Lucent MPR e 198.92 13 514 0.001 1 11 Alcatel-Lucent 1900MHz RRH (65MHz)197.8 180 7,042 0.008 16 155 RFS APXVTM14-C-I20 197.5 159 6,190 0.007 14 137 RFS APXVSPP18-C-A20 197.3 171 6,657 0.008 15 148 Generic Round Low Profile Platform 194 1,875 70,568 0.082 157 1,620 Generic Round Low Profile Platform 186 1,875 64,868 0.075 144 1,620 Generic Round Low Profile Platform 145 1,875 39,422 0.046 87 1,620 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield 193.6 210 7,871 0.009 17 181 Alcatel-Lucent ALU 800MHz External Notch Filter 190.5 18 639 0.001 1 15 Alcatel-Lucent 800 MHz RRH 190.3 159 5,758 0.007 13 137 Ericsson 4460 BAND 2/25 187 327 11,435 0.013 25 282 Ericsson 4480 BAND 71 187 243 8,497 0.010 19 210 Ericsson AIR 6419 B41 187 206 7,186 0.008 16 177 RFS APXVLL19P_43-C-A20 187 123 4,291 0.005 10 106 Ericsson 840590966 187 304 10,638 0.012 24 263 Kathrein Scala 860 10025 175 7 220 0.000 0 6 Powerwave Allgon TT19-08BP111-001 175 96 2,940 0.003 7 83 Raycap DC6-48-60-18-8F ("Squid")175 38 1,158 0.001 3 33 Ericsson RRUS 8843 B2, B66A 175 216 6,615 0.008 15 187 Ericsson RRUS 4449 B5, B12 175 213 6,523 0.008 14 184 Generic Mount Reinforcement 175 600 18,375 0.021 41 518 Kathrein Scala 800 10122 175 178 5,467 0.006 12 154 CCI HPA65R-BU8A 175 162 4,961 0.006 11 140 Kathrein Scala 80010966 175 344 10,529 0.012 23 297 Generic Round Platform with Handrails 175 2,500 76,562 0.089 170 2,159 Generic Round Platform with Handrails 108 2,500 29,160 0.034 65 2,159 RFI Antennas CC807-08 159.8 24 621 0.001 1 21 RFI Antennas CC807-08 159.8 24 621 0.001 1 21 Generic Flat Stand-Off 159 375 9,480 0.011 21 324 dbSpectra DS7C14PPTU 159 80 2,022 0.002 4 69 dbSpectra DS7C14PPTU 159 80 2,022 0.002 4 69 TX RX Systems 432F-83W-01-C-110/110R/48/48R 155 18 432 0.000 1 16 TX RX Systems 432F-83W-01-C-110/110R/48/48R 155 18 432 0.000 1 16 Generic 5' Omni 148.6 10 221 0.000 0 9 Samsung B2/B66A RRH ORAN (RF 4439d-25A)142 224 4,519 0.005 10 194 Samsung RF4461d-13A 142 237 4,785 0.006 11 205 Raycap RVZDC-6627-PF-48 142 32 645 0.001 1 28 Samsung MT6413-77A 142 172 3,466 0.004 8 148 Commscope NHH-65C-R2B 142 310 6,243 0.007 14 267 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 RFS APXV18-206517 137.7 79 1,502 0.002 3 68 Generic Radio/ODU 120 30 432 0.000 1 26 Generic Radio/ODU 119.7 30 430 0.000 1 26 Generic Radio/ODU 116 30 404 0.000 1 26 Generic Radio/ODU 114 30 390 0.000 1 26 Generic 4' HP Dish 120 170 2,448 0.003 5 147 Generic 2' HP Dish 116 90 1,211 0.001 3 78 Generic 2' HP Dish 114 90 1,170 0.001 3 78 Commscope RDIDC-9181-PF-48 108 22 255 0.000 1 19 Fujitsu TA08025-B605 108 225 2,624 0.003 6 194 Fujitsu TA08025-B604 108 192 2,236 0.003 5 166 JMA Wireless MX08FRO665-21 108 194 2,257 0.003 5 167 PCTEL GPS-TMG-HR-26N 75.9 1 3 0.000 0 1 Stand-Off 75 200 1,125 0.001 2 173 Totals:63,604 860,268 1.000 1,908 54,937 (1.2 + 0.2Sds) * DL + E ELFM Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -76.78 -1.92 0.00 -315.23 0.00 315.23 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.06 5.00 -74.69 -1.93 0.00 -305.65 0.00 305.65 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.06 10.00 -72.63 -1.95 0.00 -295.99 0.00 295.99 5,353.12 2,676.56 12,581 6,245.59 0.03 -0.02 0.06 15.00 -70.60 -1.96 0.00 -286.26 0.00 286.26 5,300.18 2,650.09 12,254 6,083.64 0.06 -0.04 0.06 20.00 -68.59 -1.97 0.00 -276.46 0.00 276.46 5,246.16 2,623.08 11,930 5,922.47 0.11 -0.05 0.06 25.00 -66.61 -1.98 0.00 -266.60 0.00 266.60 5,191.05 2,595.53 11,607 5,762.13 0.17 -0.06 0.06 30.00 -64.66 -1.99 0.00 -256.69 0.00 256.69 5,134.87 2,567.43 11,286 5,602.70 0.24 -0.08 0.06 35.00 -62.73 -2.00 0.00 -246.73 0.00 246.73 5,077.59 2,538.80 10,966 5,444.23 0.33 -0.09 0.06 40.00 -60.93 -2.00 0.00 -236.74 0.00 236.74 5,019.24 2,509.62 10,649 5,286.79 0.43 -0.10 0.06 44.75 -60.77 -2.01 0.00 -227.22 0.00 227.22 4,962.80 2,481.40 10,350 5,138.22 0.54 -0.12 0.06 45.00 -57.62 -2.00 0.00 -226.72 0.00 226.72 4,959.80 2,479.90 10,334 5,130.43 0.54 -0.12 0.06 50.00 -56.37 -2.00 0.00 -216.73 0.00 216.73 4,899.28 2,449.64 10,022 4,975.22 0.68 -0.13 0.06 52.00 -55.38 -2.00 0.00 -212.73 0.00 212.73 3,993.52 1,996.76 8,253 4,097.30 0.73 -0.14 0.07 55.00 -53.74 -2.00 0.00 -206.73 0.00 206.73 3,967.27 1,983.64 8,108 4,025.37 0.82 -0.15 0.07 60.00 -52.13 -2.00 0.00 -196.75 0.00 196.75 3,922.65 1,961.33 7,868 3,905.95 0.98 -0.16 0.06 65.00 -50.54 -1.99 0.00 -186.77 0.00 186.77 3,876.95 1,938.48 7,629 3,787.16 1.16 -0.18 0.06 70.00 -49.25 -1.99 0.00 -176.81 0.00 176.81 3,830.17 1,915.08 7,391 3,669.06 1.35 -0.19 0.06 74.08 -48.77 -1.99 0.00 -168.70 0.00 168.70 3,791.16 1,895.58 7,198 3,573.17 1.52 -0.21 0.06 75.00 -48.05 -1.98 0.00 -166.87 0.00 166.87 3,782.30 1,891.15 7,154 3,551.71 1.56 -0.21 0.06 75.90 -45.92 -1.96 0.00 -165.09 0.00 165.09 3,773.57 1,886.79 7,112 3,530.67 1.60 -0.21 0.06 80.00 -45.53 -1.96 0.00 -157.07 0.00 157.07 3,733.35 1,866.68 6,920 3,435.18 1.79 -0.22 0.06 80.75 -44.30 -1.94 0.00 -155.60 0.00 155.60 3,340.02 1,670.01 6,276 3,115.48 1.83 -0.23 0.06 85.00 -42.88 -1.93 0.00 -147.35 0.00 147.35 3,305.40 1,652.70 6,104 3,030.08 2.04 -0.24 0.06 90.00 -41.48 -1.91 0.00 -137.71 0.00 137.71 3,263.68 1,631.84 5,902 2,930.14 2.30 -0.26 0.06 95.00 -40.10 -1.89 0.00 -128.15 0.00 128.15 3,220.87 1,610.43 5,702 2,830.82 2.57 -0.27 0.06 100.00 -39.03 -1.88 0.00 -118.68 0.00 118.68 3,176.98 1,588.49 5,504 2,732.19 2.87 -0.29 0.06 103.92 -38.57 -1.87 0.00 -111.32 0.00 111.32 3,141.84 1,570.92 5,349 2,655.45 3.11 -0.30 0.05 105.00 -37.29 -1.84 0.00 -109.29 0.00 109.29 3,132.00 1,566.00 5,306 2,634.31 3.18 -0.31 0.05 108.00 -32.59 -1.72 0.00 -103.76 0.00 103.76 3,104.50 1,552.25 5,189 2,575.97 3.38 -0.31 0.05 110.00 -31.67 -1.70 0.00 -100.31 0.00 100.31 2,355.43 1,177.72 3,968 1,970.02 3.51 -0.32 0.06 114.00 -31.29 -1.70 0.00 -93.50 0.00 93.50 2,332.08 1,166.04 3,858 1,915.22 3.78 -0.33 0.06 115.00 -31.06 -1.69 0.00 -91.80 0.00 91.80 2,326.14 1,163.07 3,830 1,901.55 3.85 -0.34 0.06 116.00 -30.08 -1.67 0.00 -90.11 0.00 90.11 2,320.15 1,160.07 3,803 1,887.88 3.92 -0.34 0.06 119.70 -29.98 -1.67 0.00 -83.95 0.00 83.95 2,297.61 1,148.81 3,701 1,837.40 4.19 -0.35 0.06 120.00 -28.62 -1.63 0.00 -83.45 0.00 83.45 2,295.76 1,147.88 3,693 1,833.32 4.22 -0.35 0.06 125.00 -27.52 -1.60 0.00 -75.32 0.00 75.32 2,264.30 1,132.15 3,556 1,765.39 4.60 -0.37 0.06 130.00 -26.45 -1.56 0.00 -67.34 0.00 67.34 2,231.76 1,115.88 3,420 1,697.84 4.99 -0.39 0.05 135.00 -25.87 -1.54 0.00 -59.53 0.00 59.53 2,198.13 1,099.07 3,285 1,630.71 5.41 -0.40 0.05 137.70 -25.30 -1.52 0.00 -55.36 0.00 55.36 2,179.53 1,089.76 3,212 1,594.65 5.64 -0.41 0.05 140.00 -24.90 -1.51 0.00 -51.86 0.00 51.86 2,163.43 1,081.71 3,151 1,564.06 5.84 -0.42 0.05 142.00 -23.13 -1.43 0.00 -48.84 0.00 48.84 2,149.24 1,074.62 3,097 1,537.56 6.02 -0.42 0.04 145.00 -20.15 -1.30 0.00 -44.54 0.00 44.54 2,127.63 1,063.82 3,017 1,497.97 6.29 -0.43 0.04 148.60 -19.88 -1.29 0.00 -39.85 0.00 39.85 2,101.19 1,050.60 2,922 1,450.76 6.61 -0.44 0.04 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 150.00 -19.57 -1.28 0.00 -38.04 0.00 38.04 2,090.76 1,045.38 2,886 1,432.49 6.74 -0.45 0.04 151.75 -18.67 -1.23 0.00 -35.81 0.00 35.81 2,077.60 1,038.80 2,840 1,409.72 6.91 -0.45 0.03 155.00 -18.12 -1.21 0.00 -31.79 0.00 31.79 2,052.80 1,026.40 2,755 1,367.68 7.22 -0.46 0.03 156.83 -17.79 -1.19 0.00 -29.58 0.00 29.58 1,448.51 724.25 1,958 971.83 7.39 -0.46 0.04 159.00 -17.01 -1.15 0.00 -27.00 0.00 27.00 1,439.22 719.61 1,921 953.81 7.60 -0.47 0.04 159.80 -16.93 -1.15 0.00 -26.07 0.00 26.07 1,435.74 717.87 1,908 947.16 7.68 -0.47 0.04 160.00 -16.20 -1.11 0.00 -25.84 0.00 25.84 1,434.86 717.43 1,905 945.50 7.70 -0.47 0.04 165.00 -15.49 -1.07 0.00 -20.30 0.00 20.30 1,412.44 706.22 1,821 904.02 8.20 -0.48 0.03 170.00 -14.82 -1.03 0.00 -14.95 0.00 14.95 1,388.93 694.47 1,738 862.72 8.71 -0.49 0.03 175.00 -8.93 -0.66 0.00 -9.80 0.00 9.80 1,364.34 682.17 1,655 821.66 9.22 -0.50 0.02 180.00 -8.43 -0.62 0.00 -6.52 0.00 6.52 1,338.67 669.34 1,573 780.89 9.75 -0.50 0.02 185.00 -8.33 -0.62 0.00 -3.40 0.00 3.40 1,311.91 655.96 1,492 740.48 10.27 -0.50 0.01 186.00 -5.92 -0.45 0.00 -2.79 0.00 2.79 1,306.43 653.22 1,475 732.45 10.38 -0.51 0.01 187.00 -4.18 -0.32 0.00 -2.34 0.00 2.34 1,300.91 650.45 1,459 724.44 10.48 -0.51 0.01 190.00 -4.16 -0.32 0.00 -1.38 0.00 1.38 1,284.08 642.04 1,411 700.50 10.80 -0.51 0.01 190.30 -3.95 -0.30 0.00 -1.28 0.00 1.28 1,282.37 641.19 1,406 698.11 10.83 -0.51 0.01 190.50 -3.67 -0.28 0.00 -1.22 0.00 1.22 1,281.23 640.62 1,403 696.53 10.86 -0.51 0.01 193.60 -3.38 -0.26 0.00 -0.35 0.00 0.35 1,263.36 631.68 1,354 672.00 11.19 -0.51 0.00 194.00 -0.98 -0.08 0.00 -0.24 0.00 0.24 1,261.03 630.51 1,347 668.86 11.23 -0.51 0.00 195.00 -0.80 -0.06 0.00 -0.17 0.00 0.17 1,255.15 627.58 1,331 661.00 11.33 -0.51 0.00 197.30 -0.57 -0.05 0.00 -0.02 0.00 0.02 1,241.49 620.74 1,295 643.00 11.58 -0.51 0.00 197.50 -0.35 -0.03 0.00 -0.01 0.00 0.01 1,240.29 620.14 1,292 641.44 11.60 -0.51 0.00 197.80 -0.05 0.00 0.00 0.00 0.00 0.00 1,238.49 619.24 1,287 639.11 11.63 -0.51 0.00 198.92 0.00 0.00 0.00 0.00 0.00 0.00 1,231.72 615.86 1,270 630.40 11.75 -0.51 0.00 (1.2 + 0.2Sds) * DL + E EMAM Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -76.78 -2.17 0.00 -326.53 0.00 326.53 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.06 5.00 -74.69 -2.16 0.00 -315.67 0.00 315.67 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.06 10.00 -72.63 -2.13 0.00 -304.89 0.00 304.89 5,353.12 2,676.56 12,581 6,245.59 0.03 -0.03 0.06 15.00 -70.60 -2.09 0.00 -294.25 0.00 294.25 5,300.18 2,650.09 12,254 6,083.64 0.06 -0.04 0.06 20.00 -68.59 -2.06 0.00 -283.78 0.00 283.78 5,246.16 2,623.08 11,930 5,922.47 0.11 -0.05 0.06 25.00 -66.61 -2.02 0.00 -273.48 0.00 273.48 5,191.05 2,595.53 11,607 5,762.13 0.17 -0.07 0.06 30.00 -64.66 -1.98 0.00 -263.38 0.00 263.38 5,134.87 2,567.43 11,286 5,602.70 0.25 -0.08 0.06 35.00 -62.73 -1.94 0.00 -253.48 0.00 253.48 5,077.59 2,538.80 10,966 5,444.23 0.34 -0.09 0.06 40.00 -60.93 -1.90 0.00 -243.78 0.00 243.78 5,019.24 2,509.62 10,649 5,286.79 0.44 -0.11 0.06 44.75 -60.77 -1.90 0.00 -234.75 0.00 234.75 4,962.80 2,481.40 10,350 5,138.22 0.55 -0.12 0.06 45.00 -57.62 -1.81 0.00 -234.27 0.00 234.27 4,959.80 2,479.90 10,334 5,130.43 0.56 -0.12 0.06 50.00 -56.37 -1.79 0.00 -225.20 0.00 225.20 4,899.28 2,449.64 10,022 4,975.22 0.70 -0.14 0.06 52.00 -55.38 -1.76 0.00 -221.63 0.00 221.63 3,993.52 1,996.76 8,253 4,097.30 0.75 -0.14 0.07 55.00 -53.74 -1.72 0.00 -216.34 0.00 216.34 3,967.27 1,983.64 8,108 4,025.37 0.85 -0.15 0.07 60.00 -52.13 -1.68 0.00 -207.74 0.00 207.74 3,922.65 1,961.33 7,868 3,905.95 1.01 -0.17 0.07 65.00 -50.54 -1.65 0.00 -199.32 0.00 199.32 3,876.95 1,938.48 7,629 3,787.16 1.19 -0.18 0.07 70.00 -49.26 -1.62 0.00 -191.08 0.00 191.08 3,830.17 1,915.08 7,391 3,669.06 1.40 -0.20 0.07 74.08 -48.77 -1.61 0.00 -184.47 0.00 184.47 3,791.16 1,895.58 7,198 3,573.17 1.57 -0.21 0.06 75.00 -48.05 -1.59 0.00 -182.99 0.00 182.99 3,782.30 1,891.15 7,154 3,551.71 1.61 -0.22 0.06 75.90 -45.92 -1.53 0.00 -181.56 0.00 181.56 3,773.57 1,886.79 7,112 3,530.67 1.66 -0.22 0.06 80.00 -45.53 -1.53 0.00 -175.28 0.00 175.28 3,733.35 1,866.68 6,920 3,435.18 1.85 -0.24 0.06 80.75 -44.31 -1.50 0.00 -174.13 0.00 174.13 3,340.02 1,670.01 6,276 3,115.48 1.89 -0.24 0.07 85.00 -42.88 -1.48 0.00 -167.76 0.00 167.76 3,305.40 1,652.70 6,104 3,030.08 2.11 -0.25 0.07 90.00 -41.48 -1.47 0.00 -160.36 0.00 160.36 3,263.68 1,631.84 5,902 2,930.14 2.38 -0.27 0.07 95.00 -40.10 -1.46 0.00 -153.03 0.00 153.03 3,220.87 1,610.43 5,702 2,830.82 2.68 -0.29 0.07 100.00 -39.03 -1.47 0.00 -145.72 0.00 145.72 3,176.98 1,588.49 5,504 2,732.19 2.99 -0.31 0.07 103.92 -38.57 -1.48 0.00 -139.96 0.00 139.96 3,141.84 1,570.92 5,349 2,655.45 3.26 -0.33 0.07 105.00 -37.30 -1.49 0.00 -138.36 0.00 138.36 3,132.00 1,566.00 5,306 2,634.31 3.33 -0.33 0.06 108.00 -32.59 -1.52 0.00 -133.90 0.00 133.90 3,104.50 1,552.25 5,189 2,575.97 3.54 -0.34 0.06 110.00 -31.67 -1.53 0.00 -130.87 0.00 130.87 2,355.43 1,177.72 3,968 1,970.02 3.69 -0.35 0.08 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 114.00 -31.29 -1.55 0.00 -124.73 0.00 124.73 2,332.08 1,166.04 3,858 1,915.22 3.99 -0.37 0.08 115.00 -31.06 -1.55 0.00 -123.19 0.00 123.19 2,326.14 1,163.07 3,830 1,901.55 4.07 -0.37 0.08 116.00 -30.08 -1.57 0.00 -121.64 0.00 121.64 2,320.15 1,160.07 3,803 1,887.88 4.14 -0.38 0.08 119.70 -29.98 -1.58 0.00 -115.81 0.00 115.81 2,297.61 1,148.81 3,701 1,837.40 4.44 -0.39 0.08 120.00 -28.62 -1.62 0.00 -115.34 0.00 115.34 2,295.76 1,147.88 3,693 1,833.32 4.47 -0.40 0.08 125.00 -27.52 -1.65 0.00 -107.25 0.00 107.25 2,264.30 1,132.15 3,556 1,765.39 4.89 -0.42 0.07 130.00 -26.44 -1.69 0.00 -98.98 0.00 98.98 2,231.76 1,115.88 3,420 1,697.84 5.35 -0.44 0.07 135.00 -25.87 -1.71 0.00 -90.53 0.00 90.53 2,198.13 1,099.07 3,285 1,630.71 5.82 -0.47 0.07 137.70 -25.30 -1.73 0.00 -85.91 0.00 85.91 2,179.53 1,089.76 3,212 1,594.65 6.09 -0.48 0.07 140.00 -24.89 -1.74 0.00 -81.94 0.00 81.94 2,163.43 1,081.71 3,151 1,564.06 6.32 -0.49 0.06 142.00 -23.12 -1.77 0.00 -78.47 0.00 78.47 2,149.24 1,074.62 3,097 1,537.56 6.53 -0.50 0.06 145.00 -20.14 -1.80 0.00 -73.17 0.00 73.17 2,127.63 1,063.82 3,017 1,497.97 6.85 -0.51 0.06 148.60 -19.88 -1.81 0.00 -66.68 0.00 66.68 2,101.19 1,050.60 2,922 1,450.76 7.24 -0.53 0.06 150.00 -19.56 -1.81 0.00 -64.15 0.00 64.15 2,090.76 1,045.38 2,886 1,432.49 7.40 -0.53 0.05 151.75 -18.66 -1.81 0.00 -60.99 0.00 60.99 2,077.60 1,038.80 2,840 1,409.72 7.59 -0.54 0.05 155.00 -18.11 -1.81 0.00 -55.11 0.00 55.11 2,052.80 1,026.40 2,755 1,367.68 7.97 -0.55 0.05 156.83 -17.79 -1.80 0.00 -51.79 0.00 51.79 1,448.51 724.25 1,958 971.83 8.18 -0.56 0.07 159.00 -17.01 -1.79 0.00 -47.88 0.00 47.88 1,439.22 719.61 1,921 953.81 8.44 -0.57 0.06 159.80 -16.92 -1.79 0.00 -46.45 0.00 46.45 1,435.74 717.87 1,908 947.16 8.53 -0.57 0.06 160.00 -16.19 -1.77 0.00 -46.09 0.00 46.09 1,434.86 717.43 1,905 945.50 8.56 -0.57 0.06 165.00 -15.48 -1.75 0.00 -37.22 0.00 37.22 1,412.44 706.22 1,821 904.02 9.17 -0.59 0.05 170.00 -14.81 -1.71 0.00 -28.48 0.00 28.48 1,388.93 694.47 1,738 862.72 9.80 -0.61 0.04 175.00 -8.92 -1.28 0.00 -19.93 0.00 19.93 1,364.34 682.17 1,655 821.66 10.45 -0.63 0.03 180.00 -8.42 -1.23 0.00 -13.52 0.00 13.52 1,338.67 669.34 1,573 780.89 11.11 -0.64 0.02 185.00 -8.32 -1.22 0.00 -7.36 0.00 7.36 1,311.91 655.96 1,492 740.48 11.78 -0.64 0.02 186.00 -5.91 -0.93 0.00 -6.14 0.00 6.14 1,306.43 653.22 1,475 732.45 11.92 -0.64 0.01 187.00 -4.18 -0.70 0.00 -5.21 0.00 5.21 1,300.91 650.45 1,459 724.44 12.05 -0.65 0.01 190.00 -4.15 -0.70 0.00 -3.10 0.00 3.10 1,284.08 642.04 1,411 700.50 12.46 -0.65 0.01 190.30 -3.94 -0.67 0.00 -2.89 0.00 2.89 1,282.37 641.19 1,406 698.11 12.50 -0.65 0.01 190.50 -3.66 -0.63 0.00 -2.75 0.00 2.75 1,281.23 640.62 1,403 696.53 12.53 -0.65 0.01 193.60 -3.37 -0.58 0.00 -0.81 0.00 0.81 1,263.36 631.68 1,354 672.00 12.95 -0.65 0.00 194.00 -0.98 -0.18 0.00 -0.58 0.00 0.58 1,261.03 630.51 1,347 668.86 13.00 -0.65 0.00 195.00 -0.80 -0.15 0.00 -0.40 0.00 0.40 1,255.15 627.58 1,331 661.00 13.14 -0.65 0.00 197.30 -0.57 -0.11 0.00 -0.05 0.00 0.05 1,241.49 620.74 1,295 643.00 13.45 -0.65 0.00 197.50 -0.35 -0.07 0.00 -0.03 0.00 0.03 1,240.29 620.14 1,292 641.44 13.48 -0.65 0.00 197.80 -0.05 -0.01 0.00 -0.01 0.00 0.01 1,238.49 619.24 1,287 639.11 13.52 -0.65 0.00 198.92 0.00 -0.01 0.00 0.00 0.00 0.00 1,231.72 615.86 1,270 630.40 13.67 -0.65 0.00 (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -53.64 -2.17 0.00 -317.06 0.00 317.06 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.06 5.00 -52.18 -2.15 0.00 -306.22 0.00 306.22 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.06 10.00 -50.74 -2.11 0.00 -295.49 0.00 295.49 5,353.12 2,676.56 12,581 6,245.59 0.03 -0.02 0.06 15.00 -49.32 -2.08 0.00 -284.92 0.00 284.92 5,300.18 2,650.09 12,254 6,083.64 0.06 -0.04 0.06 20.00 -47.92 -2.03 0.00 -274.55 0.00 274.55 5,246.16 2,623.08 11,930 5,922.47 0.11 -0.05 0.06 25.00 -46.54 -1.99 0.00 -264.37 0.00 264.37 5,191.05 2,595.53 11,607 5,762.13 0.17 -0.06 0.06 30.00 -45.17 -1.95 0.00 -254.41 0.00 254.41 5,134.87 2,567.43 11,286 5,602.70 0.24 -0.08 0.05 35.00 -43.83 -1.90 0.00 -244.67 0.00 244.67 5,077.59 2,538.80 10,966 5,444.23 0.33 -0.09 0.05 40.00 -42.57 -1.86 0.00 -235.15 0.00 235.15 5,019.24 2,509.62 10,649 5,286.79 0.43 -0.10 0.05 44.75 -42.46 -1.86 0.00 -226.31 0.00 226.31 4,962.80 2,481.40 10,350 5,138.22 0.54 -0.12 0.05 45.00 -40.25 -1.77 0.00 -225.85 0.00 225.85 4,959.80 2,479.90 10,334 5,130.43 0.54 -0.12 0.05 50.00 -39.38 -1.74 0.00 -216.99 0.00 216.99 4,899.28 2,449.64 10,022 4,975.22 0.67 -0.13 0.05 52.00 -38.69 -1.71 0.00 -213.51 0.00 213.51 3,993.52 1,996.76 8,253 4,097.30 0.73 -0.14 0.06 55.00 -37.55 -1.67 0.00 -208.37 0.00 208.37 3,967.27 1,983.64 8,108 4,025.37 0.82 -0.15 0.06 60.00 -36.42 -1.63 0.00 -200.01 0.00 200.01 3,922.65 1,961.33 7,868 3,905.95 0.98 -0.16 0.06 65.00 -35.31 -1.59 0.00 -191.85 0.00 191.85 3,876.95 1,938.48 7,629 3,787.16 1.16 -0.18 0.06 70.00 -34.41 -1.56 0.00 -183.89 0.00 183.89 3,830.17 1,915.08 7,391 3,669.06 1.35 -0.19 0.06 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 74.08 -34.07 -1.55 0.00 -177.52 0.00 177.52 3,791.16 1,895.58 7,198 3,573.17 1.52 -0.21 0.06 75.00 -33.57 -1.53 0.00 -176.10 0.00 176.10 3,782.30 1,891.15 7,154 3,551.71 1.56 -0.21 0.06 75.90 -32.08 -1.47 0.00 -174.73 0.00 174.73 3,773.57 1,886.79 7,112 3,530.67 1.60 -0.21 0.06 80.00 -31.81 -1.47 0.00 -168.69 0.00 168.69 3,733.35 1,866.68 6,920 3,435.18 1.79 -0.23 0.06 80.75 -30.95 -1.44 0.00 -167.59 0.00 167.59 3,340.02 1,670.01 6,276 3,115.48 1.83 -0.23 0.06 85.00 -29.96 -1.41 0.00 -161.48 0.00 161.48 3,305.40 1,652.70 6,104 3,030.08 2.04 -0.24 0.06 90.00 -28.98 -1.40 0.00 -154.42 0.00 154.42 3,263.68 1,631.84 5,902 2,930.14 2.30 -0.26 0.06 95.00 -28.02 -1.39 0.00 -147.42 0.00 147.42 3,220.87 1,610.43 5,702 2,830.82 2.59 -0.28 0.06 100.00 -27.27 -1.40 0.00 -140.45 0.00 140.45 3,176.98 1,588.49 5,504 2,732.19 2.89 -0.30 0.06 103.92 -26.95 -1.40 0.00 -134.98 0.00 134.98 3,141.84 1,570.92 5,349 2,655.45 3.14 -0.31 0.06 105.00 -26.06 -1.41 0.00 -133.46 0.00 133.46 3,132.00 1,566.00 5,306 2,634.31 3.22 -0.32 0.06 108.00 -22.77 -1.45 0.00 -129.22 0.00 129.22 3,104.50 1,552.25 5,189 2,575.97 3.42 -0.33 0.06 110.00 -22.12 -1.47 0.00 -126.31 0.00 126.31 2,355.43 1,177.72 3,968 1,970.02 3.56 -0.34 0.07 114.00 -21.86 -1.48 0.00 -120.44 0.00 120.44 2,332.08 1,166.04 3,858 1,915.22 3.85 -0.35 0.07 115.00 -21.70 -1.48 0.00 -118.96 0.00 118.96 2,326.14 1,163.07 3,830 1,901.55 3.93 -0.36 0.07 116.00 -21.01 -1.51 0.00 -117.48 0.00 117.48 2,320.15 1,160.07 3,803 1,887.88 4.00 -0.36 0.07 119.70 -20.94 -1.51 0.00 -111.90 0.00 111.90 2,297.61 1,148.81 3,701 1,837.40 4.29 -0.38 0.07 120.00 -19.99 -1.55 0.00 -111.44 0.00 111.44 2,295.76 1,147.88 3,693 1,833.32 4.31 -0.38 0.07 125.00 -19.23 -1.59 0.00 -103.69 0.00 103.69 2,264.30 1,132.15 3,556 1,765.39 4.73 -0.40 0.07 130.00 -18.47 -1.62 0.00 -95.77 0.00 95.77 2,231.76 1,115.88 3,420 1,697.84 5.16 -0.43 0.07 135.00 -18.07 -1.64 0.00 -87.66 0.00 87.66 2,198.13 1,099.07 3,285 1,630.71 5.62 -0.45 0.06 137.70 -17.67 -1.66 0.00 -83.24 0.00 83.24 2,179.53 1,089.76 3,212 1,594.65 5.88 -0.46 0.06 140.00 -17.39 -1.67 0.00 -79.43 0.00 79.43 2,163.43 1,081.71 3,151 1,564.06 6.10 -0.47 0.06 142.00 -16.15 -1.70 0.00 -76.10 0.00 76.10 2,149.24 1,074.62 3,097 1,537.56 6.30 -0.48 0.06 145.00 -14.07 -1.74 0.00 -71.00 0.00 71.00 2,127.63 1,063.82 3,017 1,497.97 6.61 -0.49 0.05 148.60 -13.88 -1.75 0.00 -64.73 0.00 64.73 2,101.19 1,050.60 2,922 1,450.76 6.99 -0.51 0.05 150.00 -13.66 -1.75 0.00 -62.28 0.00 62.28 2,090.76 1,045.38 2,886 1,432.49 7.14 -0.52 0.05 151.75 -13.03 -1.75 0.00 -59.22 0.00 59.22 2,077.60 1,038.80 2,840 1,409.72 7.33 -0.52 0.05 155.00 -12.65 -1.75 0.00 -53.53 0.00 53.53 2,052.80 1,026.40 2,755 1,367.68 7.69 -0.54 0.05 156.83 -12.42 -1.75 0.00 -50.33 0.00 50.33 1,448.51 724.25 1,958 971.83 7.90 -0.54 0.06 159.00 -11.88 -1.74 0.00 -46.54 0.00 46.54 1,439.22 719.61 1,921 953.81 8.15 -0.55 0.06 159.80 -11.82 -1.74 0.00 -45.15 0.00 45.15 1,435.74 717.87 1,908 947.16 8.24 -0.55 0.06 160.00 -11.31 -1.72 0.00 -44.81 0.00 44.81 1,434.86 717.43 1,905 945.50 8.26 -0.55 0.06 165.00 -10.81 -1.69 0.00 -36.21 0.00 36.21 1,412.44 706.22 1,821 904.02 8.85 -0.57 0.05 170.00 -10.34 -1.66 0.00 -27.74 0.00 27.74 1,388.93 694.47 1,738 862.72 9.46 -0.59 0.04 175.00 -6.23 -1.25 0.00 -19.45 0.00 19.45 1,364.34 682.17 1,655 821.66 10.09 -0.60 0.03 180.00 -5.88 -1.20 0.00 -13.19 0.00 13.19 1,338.67 669.34 1,573 780.89 10.73 -0.62 0.02 185.00 -5.81 -1.19 0.00 -7.19 0.00 7.19 1,311.91 655.96 1,492 740.48 11.38 -0.62 0.01 186.00 -4.13 -0.90 0.00 -6.00 0.00 6.00 1,306.43 653.22 1,475 732.45 11.51 -0.62 0.01 187.00 -2.92 -0.69 0.00 -5.09 0.00 5.09 1,300.91 650.45 1,459 724.44 11.64 -0.62 0.01 190.00 -2.90 -0.68 0.00 -3.03 0.00 3.03 1,284.08 642.04 1,411 700.50 12.03 -0.63 0.01 190.30 -2.75 -0.65 0.00 -2.83 0.00 2.83 1,282.37 641.19 1,406 698.11 12.07 -0.63 0.01 190.50 -2.56 -0.61 0.00 -2.69 0.00 2.69 1,281.23 640.62 1,403 696.53 12.10 -0.63 0.01 193.60 -2.36 -0.57 0.00 -0.79 0.00 0.79 1,263.36 631.68 1,354 672.00 12.50 -0.63 0.00 194.00 -0.68 -0.18 0.00 -0.57 0.00 0.57 1,261.03 630.51 1,347 668.86 12.56 -0.63 0.00 195.00 -0.56 -0.15 0.00 -0.39 0.00 0.39 1,255.15 627.58 1,331 661.00 12.69 -0.63 0.00 197.30 -0.40 -0.11 0.00 -0.05 0.00 0.05 1,241.49 620.74 1,295 643.00 12.99 -0.63 0.00 197.50 -0.25 -0.07 0.00 -0.03 0.00 0.03 1,240.29 620.14 1,292 641.44 13.02 -0.63 0.00 197.80 -0.03 -0.01 0.00 -0.01 0.00 0.01 1,238.49 619.24 1,287 639.11 13.06 -0.63 0.00 198.92 0.00 -0.01 0.00 0.00 0.00 0.00 1,231.72 615.86 1,270 630.40 13.20 -0.63 0.00 (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -53.64 -1.91 0.00 -306.70 0.00 306.70 5,455.75 2,727.88 13,237 6,571.59 0.00 0.00 0.06 5.00 -52.18 -1.92 0.00 -297.15 0.00 297.15 5,404.98 2,702.49 12,908 6,408.27 0.01 -0.01 0.06 10.00 -50.74 -1.93 0.00 -287.53 0.00 287.53 5,353.12 2,676.56 12,581 6,245.59 0.03 -0.02 0.06 15.00 -49.32 -1.94 0.00 -277.87 0.00 277.87 5,300.18 2,650.09 12,254 6,083.64 0.06 -0.04 0.06 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 20.00 -47.92 -1.95 0.00 -268.16 0.00 268.16 5,246.16 2,623.08 11,930 5,922.47 0.10 -0.05 0.05 25.00 -46.54 -1.96 0.00 -258.42 0.00 258.42 5,191.05 2,595.53 11,607 5,762.13 0.16 -0.06 0.05 30.00 -45.17 -1.96 0.00 -248.64 0.00 248.64 5,134.87 2,567.43 11,286 5,602.70 0.23 -0.07 0.05 35.00 -43.83 -1.96 0.00 -238.84 0.00 238.84 5,077.59 2,538.80 10,966 5,444.23 0.32 -0.09 0.05 40.00 -42.57 -1.97 0.00 -229.02 0.00 229.02 5,019.24 2,509.62 10,649 5,286.79 0.42 -0.10 0.05 44.75 -42.46 -1.97 0.00 -219.69 0.00 219.69 4,962.80 2,481.40 10,350 5,138.22 0.52 -0.11 0.05 45.00 -40.25 -1.96 0.00 -219.20 0.00 219.20 4,959.80 2,479.90 10,334 5,130.43 0.53 -0.11 0.05 50.00 -39.38 -1.96 0.00 -209.41 0.00 209.41 4,899.28 2,449.64 10,022 4,975.22 0.66 -0.13 0.05 52.00 -38.69 -1.95 0.00 -205.50 0.00 205.50 3,993.52 1,996.76 8,253 4,097.30 0.71 -0.13 0.06 55.00 -37.54 -1.95 0.00 -199.64 0.00 199.64 3,967.27 1,983.64 8,108 4,025.37 0.80 -0.14 0.06 60.00 -36.42 -1.94 0.00 -189.89 0.00 189.89 3,922.65 1,961.33 7,868 3,905.95 0.95 -0.16 0.06 65.00 -35.31 -1.94 0.00 -180.17 0.00 180.17 3,876.95 1,938.48 7,629 3,787.16 1.12 -0.17 0.06 70.00 -34.41 -1.93 0.00 -170.48 0.00 170.48 3,830.17 1,915.08 7,391 3,669.06 1.31 -0.19 0.06 74.08 -34.07 -1.93 0.00 -162.59 0.00 162.59 3,791.16 1,895.58 7,198 3,573.17 1.48 -0.20 0.05 75.00 -33.57 -1.92 0.00 -160.82 0.00 160.82 3,782.30 1,891.15 7,154 3,551.71 1.52 -0.20 0.05 75.90 -32.08 -1.90 0.00 -159.09 0.00 159.09 3,773.57 1,886.79 7,112 3,530.67 1.55 -0.20 0.05 80.00 -31.81 -1.90 0.00 -151.31 0.00 151.31 3,733.35 1,866.68 6,920 3,435.18 1.74 -0.22 0.05 80.75 -30.95 -1.88 0.00 -149.89 0.00 149.89 3,340.02 1,670.01 6,276 3,115.48 1.77 -0.22 0.06 85.00 -29.96 -1.87 0.00 -141.89 0.00 141.89 3,305.40 1,652.70 6,104 3,030.08 1.97 -0.23 0.06 90.00 -28.98 -1.85 0.00 -132.55 0.00 132.55 3,263.68 1,631.84 5,902 2,930.14 2.22 -0.25 0.05 95.00 -28.01 -1.83 0.00 -123.31 0.00 123.31 3,220.87 1,610.43 5,702 2,830.82 2.49 -0.26 0.05 100.00 -27.27 -1.81 0.00 -114.16 0.00 114.16 3,176.98 1,588.49 5,504 2,732.19 2.78 -0.28 0.05 103.92 -26.94 -1.81 0.00 -107.06 0.00 107.06 3,141.84 1,570.92 5,349 2,655.45 3.01 -0.29 0.05 105.00 -26.05 -1.78 0.00 -105.11 0.00 105.11 3,132.00 1,566.00 5,306 2,634.31 3.08 -0.30 0.05 108.00 -22.77 -1.66 0.00 -99.78 0.00 99.78 3,104.50 1,552.25 5,189 2,575.97 3.27 -0.30 0.05 110.00 -22.12 -1.64 0.00 -96.45 0.00 96.45 2,355.43 1,177.72 3,968 1,970.02 3.40 -0.31 0.06 114.00 -21.86 -1.64 0.00 -89.87 0.00 89.87 2,332.08 1,166.04 3,858 1,915.22 3.66 -0.32 0.06 115.00 -21.70 -1.63 0.00 -88.24 0.00 88.24 2,326.14 1,163.07 3,830 1,901.55 3.73 -0.33 0.06 116.00 -21.01 -1.61 0.00 -86.61 0.00 86.61 2,320.15 1,160.07 3,803 1,887.88 3.80 -0.33 0.06 119.70 -20.94 -1.61 0.00 -80.66 0.00 80.66 2,297.61 1,148.81 3,701 1,837.40 4.06 -0.34 0.05 120.00 -19.99 -1.57 0.00 -80.18 0.00 80.18 2,295.76 1,147.88 3,693 1,833.32 4.08 -0.34 0.05 125.00 -19.23 -1.54 0.00 -72.35 0.00 72.35 2,264.30 1,132.15 3,556 1,765.39 4.45 -0.36 0.05 130.00 -18.48 -1.50 0.00 -64.67 0.00 64.67 2,231.76 1,115.88 3,420 1,697.84 4.83 -0.37 0.05 135.00 -18.07 -1.48 0.00 -57.17 0.00 57.17 2,198.13 1,099.07 3,285 1,630.71 5.23 -0.39 0.04 137.70 -17.68 -1.46 0.00 -53.16 0.00 53.16 2,179.53 1,089.76 3,212 1,594.65 5.45 -0.40 0.04 140.00 -17.39 -1.45 0.00 -49.80 0.00 49.80 2,163.43 1,081.71 3,151 1,564.06 5.65 -0.40 0.04 142.00 -16.16 -1.38 0.00 -46.90 0.00 46.90 2,149.24 1,074.62 3,097 1,537.56 5.82 -0.41 0.04 145.00 -14.07 -1.25 0.00 -42.77 0.00 42.77 2,127.63 1,063.82 3,017 1,497.97 6.08 -0.42 0.04 148.60 -13.89 -1.24 0.00 -38.26 0.00 38.26 2,101.19 1,050.60 2,922 1,450.76 6.39 -0.43 0.03 150.00 -13.67 -1.23 0.00 -36.53 0.00 36.53 2,090.76 1,045.38 2,886 1,432.49 6.52 -0.43 0.03 151.75 -13.04 -1.19 0.00 -34.38 0.00 34.38 2,077.60 1,038.80 2,840 1,409.72 6.68 -0.43 0.03 155.00 -12.66 -1.16 0.00 -30.53 0.00 30.53 2,052.80 1,026.40 2,755 1,367.68 6.97 -0.44 0.03 156.83 -12.43 -1.15 0.00 -28.40 0.00 28.40 1,448.51 724.25 1,958 971.83 7.14 -0.44 0.04 159.00 -11.89 -1.11 0.00 -25.92 0.00 25.92 1,439.22 719.61 1,921 953.81 7.35 -0.45 0.04 159.80 -11.82 -1.10 0.00 -25.03 0.00 25.03 1,435.74 717.87 1,908 947.16 7.42 -0.45 0.04 160.00 -11.32 -1.06 0.00 -24.81 0.00 24.81 1,434.86 717.43 1,905 945.50 7.44 -0.45 0.03 165.00 -10.82 -1.03 0.00 -19.49 0.00 19.49 1,412.44 706.22 1,821 904.02 7.92 -0.46 0.03 170.00 -10.35 -0.99 0.00 -14.36 0.00 14.36 1,388.93 694.47 1,738 862.72 8.41 -0.47 0.02 175.00 -6.24 -0.63 0.00 -9.41 0.00 9.41 1,364.34 682.17 1,655 821.66 8.91 -0.48 0.02 180.00 -5.89 -0.60 0.00 -6.26 0.00 6.26 1,338.67 669.34 1,573 780.89 9.41 -0.48 0.01 185.00 -5.82 -0.59 0.00 -3.27 0.00 3.27 1,311.91 655.96 1,492 740.48 9.92 -0.49 0.01 186.00 -4.14 -0.43 0.00 -2.68 0.00 2.68 1,306.43 653.22 1,475 732.45 10.02 -0.49 0.01 187.00 -2.92 -0.31 0.00 -2.25 0.00 2.25 1,300.91 650.45 1,459 724.44 10.12 -0.49 0.01 190.00 -2.90 -0.31 0.00 -1.33 0.00 1.33 1,284.08 642.04 1,411 700.50 10.43 -0.49 0.00 190.30 -2.76 -0.29 0.00 -1.23 0.00 1.23 1,282.37 641.19 1,406 698.11 10.46 -0.49 0.00 190.50 -2.56 -0.27 0.00 -1.18 0.00 1.18 1,281.23 640.62 1,403 696.53 10.48 -0.49 0.00 193.60 -2.36 -0.25 0.00 -0.33 0.00 0.33 1,263.36 631.68 1,354 672.00 10.80 -0.49 0.00 194.00 -0.68 -0.07 0.00 -0.23 0.00 0.23 1,261.03 630.51 1,347 668.86 10.84 -0.49 0.00 195.00 -0.56 -0.06 0.00 -0.16 0.00 0.16 1,255.15 627.58 1,331 661.00 10.94 -0.49 0.00 197.30 -0.40 -0.04 0.00 -0.02 0.00 0.02 1,241.49 620.74 1,295 643.00 11.18 -0.49 0.00 197.50 -0.25 -0.03 0.00 -0.01 0.00 0.01 1,240.29 620.14 1,292 641.44 11.20 -0.49 0.00 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 197.80 -0.03 0.00 0.00 0.00 0.00 0.00 1,238.49 619.24 1,287 639.11 11.23 -0.49 0.00 198.92 0.00 0.00 0.00 0.00 0.00 0.00 1,231.72 615.86 1,270 630.40 11.34 -0.49 0.00 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771_C3_01 ANALYSIS SUMMARY Base Reactions Max Usage Load Case Shear FX (kips) Shear FZ (kips) Axial FY (kips) Moment MX (ft-kips) Moment MY (ft-kips) Moment MZ (ft-kips) Elev (ft) Interaction Ratio 1.2D + 1.6W 44.70 0.00 76.23 0.00 0.00 6219.79 52.00 0.98 0.9D + 1.6W 44.66 0.00 57.15 0.00 0.00 6090.98 52.00 0.95 1.2D + 1.0Di + 1.0Wi 17.74 0.00 148.44 0.00 0.00 2842.48 52.00 0.5 (1.2 + 0.2Sds) * DL + E ELFM 2.01 0.00 76.78 0.00 0.00 315.23 52.00 0.07 (1.2 + 0.2Sds) * DL + E EMAM 2.17 0.00 76.78 0.00 0.00 326.53 110.00 0.08 (0.9 - 0.2Sds) * DL + E ELFM 1.97 0.00 53.64 0.00 0.00 306.70 52.00 0.06 (0.9 - 0.2Sds) * DL + E EMAM 2.17 0.00 53.64 0.00 0.00 317.06 110.00 0.07 1.0D + 1.0W 10.86 0.00 63.60 0.00 0.00 1496.10 52.00 0.24 ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771 BASE PLATE ANALYSIS @ 0 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 6219.79 76.23 44.7 PLATE PARAMETERS (ID# 22617) Width:73.79 in Shape:16 Thickness:2.75 in Grade:A633 Gr. E Yield Strength:60 ksi Tensile Strength:80 ksi Rod Detail Type:d Clear Distance 3 in Base Weld Size:0.125 in Orientation Offset:-° Analysis Type:Plastic Neutral Axis:252 ° ANCHOR ROD PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy (ksi) Fu (ksi) Spacing (in) Offset (°) Original [ID#23211]Radial 20 2.25 67.79 A615-75 75 100 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 59.2"ø x 0.4375" (16 Sides)80.2480 --34642.48 - Bolt Group Original (20) 2.25"ø 3.9761 3.2477 0.8393 34494.89 4.5 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 59.2"ø x 0.4375" (16 Sides)6219.8 76.23 44.70 1.000 Bolt Group Original (20) 2.25"ø 6219.8 -44.70 1.000 BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:59.45 in Flat Width:11.825 in Neutral Axis:252 ° Point-to-Point Diameter:60.62 in Flat Radians:0.393 rad Bend Line Limits: 5.487 to 0.168 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 39.144 0.00 74.008 1224.7 3996.4 30.6% Corners 37.316 0.00 70.550 831.1 3809.7 21.8% Circumferential 45.983 0.00 86.936 1537.8 4694.6 32.8% PLASTIC ANCHOR ROD ANALYSIS Class Group Quantity Rod Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive Capacity ФPn (k)Interaction Result Original 20 2.25 189.1 3.5 259.8 75.5% ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771 APPLIED GLOBAL REACTIONS Moment (k-ft)Axial (k)Shear (k) 6,219.79 76.23 44.70 FOUNDATION PARAMETERS Mat Length:L 24 ft Mat Width:W 24 ft Mat Thickness:T 3 ft Base Depth:L+T-h 10.5 ft Pier Shape:Round Pier Diameter:D 8 ft Pier Height above Grade:h 0.5 ft Concrete Compressive Strength:4,000 psi Mat Top Rebar:(34) #11 bars [60 ksi] Mat Bottom Rebar:(34) #11 bars [60 ksi] Pier Vertical Rebar: (30) #11 bars [60 ksi] Pier Rebar Ties:s #5 bars @ 12.0" c/c [60 ksi] Rebar Clear Cover:3.0 in Tower Eccentricity:ecc 0 ft Tower Leg Count 1 SOIL PARAMETERS Water Table Depth [BGL]:GW 11 ft Soil Unit Weight:120 pcf Ultimate Skin Friction:700 psf Ultimate Bearing Pressure:8,000 psf Bearing Pressure Type:Gross Coefficient of Shear Friction:0.3 SOIL STRENGTH ANALYSIS Soil Strength Reduction Factor, Фs Uplift Strength Reduction Factor, Фs Asset Dead Load Factor Dead Load Factor 0.75 0.75 0.9 1.2 SOIL OVERTURNING ANALYSIS Design Moment, Mu,Design (k-ft) Nominal Overturning Capacity, ФmMn (k-ft) Soil Overturning Usage, Mu,Design / ФmMn 6,711.49 10,130.12 66.3% SOIL BEARING ANALYSIS Net Bearing Pressure, Pu,Net (psf) Nominal Bearing Capacity, ФbPn (k-ft) Bearing Pressure Controlling Load Direction Soil Bearing Usage, Pu,net / ФbPn 4,248.00 6,000.00 Diagonal to Pad Edge 70.8% SOIL SLIDING SHEAR ANALYSIS Applied Shear Force, Vu (k) Friction Resistance (k) Passive Pressure (psf) Passive Pressure Resistance (k) Nominal Shear Capacity, Фs Vn (k) Soil Sliding Shear Usage, Vu / ФsVn 44.70 201.60 1,080.0 77.76 250.97 18.0% ASSET:15035, NORTHAMPTON LANDFILL MA CODE:ANSI/TIA-222-G CUSTOMER:VERIZON WIRELESS PROJECT:14758771 MAT REINFORCING STEEL STRENGTH ANALYSIS Steel Elastic Modulus, E (ksi) Strength Bending/Tension Reduction Factor, Фb Strength Shear Reduction Factor, Фv Strength Compression Reduction Factor, Фc 29,000 0.9 0.75 0.65 MAT REINFORCING ONE WAY SHEAR ANALYSIS One Way Design Shear, Vu (k) Nominal One Way Shear Capacity, ФcVn (k) One Way Shear Controlling Load Direction Mat One Way Shear Usage, Vu / ФcVn 319.17 744.18 Diagonal to Pad Edge 42.9% MAT REINFORCING PUNCHING SHEAR ANALYSIS Punching Shear Design Stress, vu (psi) Nominal Punching Shear Capacity, Фcvn (psi) Mat Punching Shear Usage, vu / Фcvn 64.3 189.7 33.9% MAT REINFORCING MOMENT TRANSFER ANALYSIS Moment Transfer Effective Flexural Width, wf (in) Neutral Axis Depth (in) Pier Moment at Joint, Mut (k-in) Nominal Moment Transfer Capacity, ФMsc,f (k-in) Mat Moment Transfer Usage, 0.6 Mut / ФMsc,f 17.00 3.36 0.00 63,414.7 0.0% MAT REINFORCING FLEXURE ANALYSIS – UPPER STEEL Factored Moment, Mu (k-ft) Nominal Flexural Capacity, ФMn (k-ft)Flexural Steel Controlling Load Direction Mat Upper Rebar Flexure Usage, Mu / ФMn 1,036.80 7,218.58 Parallel to Pad Edge 14.4% MAT REINFORCING FLEXURE ANALYSIS – LOWER STEEL Factored Moment, Mu (k-ft) Nominal Flexural Capacity, ФMn (k-ft)Flexural Steel Controlling Load Direction Mat Lower Rebar Flexure Usage, Mu / ФMn 2,795.30 7,753.84 Diagonal to Pad Edge 36.1% PIER REINFORCING STEEL STRENGTH ANALYSIS Rebar Cage Diameter (in) Steel Elastic Modulus, E (ksi) Strength Bending/Tension Reduction Factor, Фb Strength Shear Reduction Factor, Фv Strength Compression Reduction Factor, Фc 87.38 29,000 0.9 0.75 0.65 PIER REINFORCING MOMENT ANALYSIS Design Moment, Mu (k-ft) Nominal Moment Capacity, ФbMn (k-ft)Bending Reinforcement Ratio Pier Rebar Flexure Usage, Mu/ФbMn 6,577.39 9,005.04 0.006 73.0% PIER REINFORCING COMPRESSION ANALYSIS Design Compression, Pu (k) Nominal Compressive Capacity, ФpPn (k) Pier Rebar Compressive Usage, Pu / ФpPn 76.23 12,763.12 0.6% PIER REINFORCING SHEAR ANALYSIS Design Shear, Vu (k) Nominal Shear Capacity, ФvVn (k) Pier Rebar Shear Usage, Vu / ФvVn 44.70 868.85 5.1%