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HomeMy WebLinkAboutMOUNT ANALYSIS - 22-00899 - 525 S 2nd E - Cell Tower UpgradesSeptember 29, 2022 Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27603 (919) 661-6351 CrownMA@tepgroup.net Subject: Mount Analysis Carrier Designation: AT&T Mobility Reconfiguration Client Site Number: IDL04070 Client Site Name: Rexburg_WT FA Location Code: 10129865 Crown Castle Designation: Crown Castle BU Number: 857594 Crown Castle Site Name: Rexburg_WT Crown Castle JDE Job Number: 716128 Crown Castle Order Number: 615552 Rev. 0 Engineering Firm Designation: TEP Project Number: 234673.751182 Site Data: 525 South 2nd East, Rexburg, Madison County, ID 83440 Latitude 43° 48' 53.89'', Longitude -111° 46' 37.57'' Structure Information: Tower Height & Type: 60.0± ft Self-Supporting Tower Mount Elevation: 62.0 ft Mount Width & Type: 12.0 ft Platform w/ Support Rail Tower Engineering Professionals is pleased to submit this “Mount Analysis” to determine the structural integrity of AT&T Mobility’s antenna mounting system with proposed appurtenance and equipment addition on the above mentioned supporting tower structure. Analysis of the existing supporting tower structure is to be completed by others and therefore is not part of this analysis. Analysis of the antenna mounting system as a tie- off point for fall protection or rigging is not part of this document. The purpose of the analysis is to determine acceptability of the mount stress level. Based on our analysis, we have determined the mount stress level to be: Platform w/ Support Rail Mount Sufficient Capacity The analysis has been performed in accordance with the 2018 International Building Code based upon an ultimate 3-second gust wind speed of 105 mph. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by: Jordan Marks / GHM Respectfully submitted by: Aaron T. Rucker, P.E. Structural Division Manager 919-661-6351 arucker@tepgroup.net 09/29/2022 September 29, 2022 12.0 ft Platform w/ Support Rail Mount Analysis CCI BU No 857594 Order Number 615552, Revision 0 Page 2 ENG-FRM-10208, Rev.E TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A Wire Frame and Rendered Models 6) APPENDIX B Software Input Calculations 7) APPENDIX C Software Analysis Output 8) APPENDIX D Additional Calculations September 29, 2022 12.0 ft Platform w/ Support Rail Mount Analysis CCI BU No 857594 Order Number 615552, Revision 0 Page 3 ENG-FRM-10208, Rev.E 1) INTRODUCTION The mount is an existing 12.0-ft, 3-sector Platform w/ Support Rail mount. The mount is installed at the 62.0 ft elevation on the 60.0± ft Self-Supporting Tower. 2) ANALYSIS CRITERIA Building Code: 2018 IBC TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 105 mph Exposure Category: C Topographic Category at Base: 1.0 Topographic Category at Mount: 1.0 Ice Thickness: 0.25 in Wind Speed with Ice: 50 mph Seismic Design Category: D Seismic Ss: 0.372 Seismic S1: 0.144 Live Loading Wind Speed: 30 mph Live Loading at Mid/End-Points: 250 lb Man Live Loading at Mount Pipes: 500 lb Table 1 - Proposed Equipment Configuration Mount Centerline (ft) Antenna Centerline (ft) Number of Antennas Antenna Manufacturer Antenna Model Mount / Modification Details 62.0 64.0 3 Nokia AEQU Platform w/ Support Rail Mount 63.0 1 Raycap DC6-48-60-18-8F 62.0 3 Commscope RV4PX310R-V2 3 Kathrein 80010992 3 Alcatel Lucent B25 RRH4X30-4R 3 Alcatel Lucent B66A RRH4X45-4R 3 Alcatel Lucent RRH4X25-WCS-4R 3 Nokia AHLBA_CCIV3 1 Raycap DC9-48-60-24-8C-EV_CCIV2 61.0 1 Raycap DC6-48-60-18-8F 60.0 3 Nokia AEQK September 29, 2022 12.0 ft Platform w/ Support Rail Mount Analysis CCI BU No 857594 Order Number 615552, Revision 0 Page 4 ENG-FRM-10208, Rev.E 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Reference Source Loading Application AT&T Mobility Order 615552 Rev. 0 CCIsites RFDS AT&T Mobility RFDS ID: 5134792 CCIsites 3.1) Analysis Method RISA-3D (Version 17.0.4), a commercially available analysis software package, was used to create a three-dimensional model of the mount and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A and Appendix C. TEP Mount Analysis Tool, a tool internally developed by TEP using Microsoft Excel, was used to calculate member loading for various load cases. Selected output from the analysis is included in Appendix B. This analysis was performed in accordance with Crown Castle’s ENG-SOW-10208 Tower Mount Analysis (Revision E). In addition, this analysis is in accordance with AT&T’s Mount Technical Guidance – Revision 22. 3.2) Assumptions 1) The mount was built in accordance with the manufacturer’s specifications. 2) The mount has been maintained in accordance with the manufacturer’s specification. 3) The configuration of antennas, mounts and other appurtenances are as specified in Table 1. All mount components have been assumed to be in sufficient condition to carry their full design capacity for this analysis. Refer to the issued mapping for any structural and/or maintenance issues found during our site visit if applicable. 4) All mount components are in sufficient condition to carry their full design capacity. 5) TEP did not analyze the top plate connection to the pole and assumes it to have sufficient structural capacity to transfer the applied forces from the mount to the tower. 6) All material grades used for this analysis, unless verified by mount manufacturer design, were assumed per AISC Table 2-4, 15th Edition. See RISA-3D output for confirmation on grades used in this analysis. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the antenna mounting system. September 29, 2022 12.0 ft Platform w/ Support Rail Mount Analysis CCI BU No 857594 Order Number 615552, Revision 0 Page 5 ENG-FRM-10208, Rev.E 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity (Platform w/ Support Rail Mount) Notes Component Critical Member Mount Centerline (ft) % Capacity Pass / Fail 1 Face Horizontals FFTH 62.0 40.7 Pass 1 Support Horizontals SA-4 62.0 36.1 Pass 1 Internals GSI-5 62.0 69.5 Pass 1 Support Rails FF-SR 62.0 37.8 Pass 1 Mount Pipes MP-13 62.0 61.2 Pass 2 Connection Bolts - 62.0 18.1 Pass Structure Rating (max from all components) = 69.5% Notes: 1) See additional documentation in “Appendix C - Software Analysis Output” for calculations supporting the % capacity listed. 2) See additional documentation in “Appendix D - Additional Calculations” for calculations supporting the % capacity listed. 4.1) Recommendations 1) If the load differs from that described in Table 1 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The mount and its connection have sufficient capacity to carry the proposed loading configuration. No modifications are required at this time. September 29, 2022 12.0 ft Platform w/ Support Rail Mount Analysis CCI BU No 857594 Order Number 615552, Revision 0 Page 6 ENG-FRM-10208, Rev.E APPENDIX A WIRE FRAME AND RENDERED MODELS Tower Engineering Profess... JCM TEP No. 234673.751182 CCI BU No. 857594 SK - 1 Sept 29, 2022 at 8:37 AM PL-17 Platform Mount.r3d Y XZ Envelope Only Solution Tower Engineering Profess... JCM TEP No. 234673.751182 CCI BU No. 857594 SK - 2 Sept 29, 2022 at 8:39 AM PL-17 Platform Mount.r3d N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N43 N44 N45 N46 N47 N48 N49 N50 N51 N52 N53 N54 N55 N56 N57 N58 N59 N60 N61 N62 N63 X61 X62 X63 X64 X65 X66 X67 X68 X69 X70 X71 X72 N73 N74 N75 N76 N77 N78 N79 N80 N81 N82 N83 N84 N85 N86 N87 N88 N89 N90 N93 N94 N93A N94A N95 N99 N100 N101 N99A N100A N101A N102 N103 N104 N105 N106 N107 N108 N109 N110 N111 N112 N113 N114 N115 N116 N117 N118 N119 N120 N121 N122 N123 N124 N125 N126 N127 N128 N129 N130 N131 N132 N133 N134 N135 N136 N137 N138 N143 N144 N141 N142 N143A N144A N145 N146 N147 N148 N149 N152 N153 N156 N157 N154N155 N156A N157A N158 N160 N160A N161 N162 N163 N164 N165 N166N167 N170N171 N170A N171A N172 N173 N174 N175 N176 N177 N178N179 N180N181 N182 N183 N184 N185 N186 N187 N188 N189 N190N191 N192N193 Y XZ Envelope Only Solution Tower Engineering Profess... JCM TEP No. 234673.751182 CCI BU No. 857594 SK - 3 Sept 29, 2022 at 8:39 AM PL-17 Platform Mount.r3d .2 2 .3 0 .6 1 .32.4 9.2 1 .32 .6 9 .4 9 .30 .32 .3 4 .2 2 .30 .3 6 .6 9 .36 .2 1 .32 .36 .2 9 .15 .3 0 .3 0 .1 1 .30 . 6 9 . 3 6 .3 3 .3 6 .36 . 0 5 .30 .32.4 9 N C .6 1 .15 .1 1 .6 9 . 5 0 . 3 2 .36 .32 .0 2 .30 . 3 6 . 6 9 .0 5 .3 6 N C .2 9 .4 9 .30 .15 .36 .2 2 . 1 5 N C .3 4 N C .6 9 .30 . 5 0 . 2 1 .15 .36 .3 0 .0 2 N C .3 0 . 3 2 . 3 6 .2 9 .0 4 . 6 9 . 1 1 .2 9 .36 .6 1 .3 4 .2 9 .6 9 N C N C .0 4 .2 9 N C .2 9 N C .0 4 N C .36 . 2 1 . 1 1 .0 5 .0 4 .2 9 .2 9 .2 9 .3 0 .3 4 N C .6 9 .0 4 NC .36 NC .2 2 . 5 0 . 1 5 .36 .0 4 . 6 9 .3 0 .1 9 .0 4 .0 5 . 3 2 N C .0 4 .4 1 .6 1 N C .3 8 .3 4 .0 4 N C N C . 3 6 . 3 2 .2 9 . 5 0 NCNC .0 4 .3 0 .3 8 .3 0 .0 4 .0 4 .3 6 .4 1 . 6 9 .3 6 N C .3 6 .1 9 .2 2 .3 8 . 6 9 .3 0 .6 1 .2 9 . 3 6 .6 1 . 3 2 .36 . 1 5 NC .4 1 .36 .3 0 .3 8 N C .70 .36 .2 2 .1 9 .70 .3 3 NC .70 .4 1 .6 1 . 3 6 .2 2 .70 .3 0 . 3 2 .6 1 .3 3 . 1 5 .3 8 .70 .2 9 .3 0 .70 .1 9 .3 3 .3 1.11 N C NC .11 .50 .3 3 .4 1 .50 . 3 2 .2 9 .3 8 .50 .3 3 . 3 6 .3 0 .2 2 .50 .6 1 .21 .4 1 .3 3 .21 NC .05 .0 4 .0 5 .3 1 N C .0 4 N C .3 8 N C .2 9 NC .0 4 .3 1 . 3 6 NC .2 2 .0 4 N C .3 1 N C .0 4 .3 8 NC .0 4 . 3 6 .3 1 .3 8 .32 . 3 6 .3 8 Y XZ Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution Tower Engineering Profess... JCM TEP No. 234673.751182 CCI BU No. 857594 SK - 4 Sept 29, 2022 at 8:39 AM PL-17 Platform Mount.r3d L 3 X 3 X 4 L3X3X4 L 3 X 3 X 4 L 3 X 3 X 4 L3X3X4 L 3 X 3 X 4 L 3 X 3 X 4 L3X3X4 L 3 X 3 X 4 L 3 X 3 X 4 L3X3X4 L 3 X 3 X 4 L 3 X 3 X 4 L 3 X 3 X 4L3X3X4 L 3 X 3 X 4 L 3 X 3 X 4 L3X3X4 C 3 X 3 . 5 C3X3.5 C 3 X 3 .5 C 3 X 3 . 5 C3X3.5 C 3 X 3 .5 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 L 2 .5 x 2 .5 x 4 L2.5x2.5x4 L 2 . 5 x 2 . 5 x 4 H S S 3 .5 X 3 .5 X 3 HSS3.5X3.5X3 H S S 3 .5 X 3 .5 X 3 H S S 3 .5 X 3 .5 X 3 HSS3.5X3.5X3 H S S 3 .5 X 3 .5 X 3 P I P E _2 .0 PIPE_2.0 P I P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 Y XZ Envelope Only Solution Tower Engineering Profess... JCM TEP No. 234673.751182 CCI BU No. 857594 SK - 5 Sept 29, 2022 at 8:39 AM PL-17 Platform Mount.r3d -.012k/ft -.006k/ft -.006k/ft -.012k/ft -.005k/ft -.005k/ft -.004k/ft -.004k/ft -.009k/ft -.004k/ft -.004k/ft -.008k/ft -.01k/ft -.01k/ft -.01k/ft -.01k/ft -.01k/ft -.01k/ft -.002k/ft -.002k/ft -.005k/ft -.003k/ft -.003k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.006k/ft -.003k/ft -.003k/ft -.009k/ft -.009k/ft -.008k/ft -.008k/ft -.005k/ft -.003k/ft -.003k/ft -.005k/ft-.005k/ft -.005k/ft-.005k/ft-.005k/ft-.005k/ft -.045k -.045k -.045k -.045k -.046k -.046k -.046k -.046k -.065k -.137k -.065k -.213k -.059k -.213k -.036k -.036k -.078k -.078k -.045k -.045k -.045k -.045k -.028k -.028k -.028k -.028k -.065k -.137k -.065k -.111k -.089k -.111k -.036k -.036k -.055k -.055k-.045k -.045k -.045k -.045k -.028k -.028k -.028k -.028k -.065k -.137k -.065k -.111k -.089k -.111k -.036k -.036k -.055k -.055k -.017k -.017k -.02k -.026k -.051k -.037k -.063k -.055k -.051k -.053k -.063k -.067k -.051k -.053k -.063k -.067k -.011ksf -.011ksf -.011ksf -.011ksf -.011ksf -.011ksf Y XZ Loads: LC 2, 0.9D+1.0 0-Wind Envelope Only Solution Tower Engineering Profess... JCM TEP No. 234673.751182 CCI BU No. 857594 SK - 6 Sept 29, 2022 at 8:39 AM PL-17 Platform Mount.r3d -.009k/ft -.005k/ft -.008k/ft -.005k/ft -.009k/ft -.005k/ft -.008k/ft -.005k/ft -.006k/ft -.004k/ft -.007k/ft -.004k/ft -.005k/ft -.003k/ft -.006k/ft -.003k/ft -.009k/ft -.005k/ft -.009k/ft -.005k/ft -.009k/ft -.005k/ft -.009k/ft -.005k/ft -.009k/ft -.005k/ft -.009k/ft -.005k/ft -.004k/ft -.002k/ft -.004k/ft -.002k/ft -.004k/ft -.002k/ft -.004k/ft -.002k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.005k/ft -.003k/ft -.004k/ft -.002k/ft -.005k/ft -.003k/ft -.004k/ft -.003k/ft -.009k/ft -.005k/ft -.003k/ft -.002k/ft -.005k/ft -.002k/ft -.008k/ft -.004k/ft -.003k/ft -.003k/ft -.004k/ft -.002k/ft -.004k/ft -.002k/ft -.004k/ft -.002k/ft -.004k/ft -.002k/ft -.004k/ft -.002k/ft -.004k/ft -.002k/ft -.004k/ft -.002k/ft-.004k/ft -.002k/ft -.004k/ft -.002k/ft -.045k -.045k -.045k -.045k -.035k -.035k -.035k -.035k -.02k -.02k -.02k -.02k -.065k -.137k -.065k -.155k -.06k -.155k -.089k -.034k -.089k -.036k -.036k -.061k -.061k -.035k -.035k -.045k -.045k -.045k -.045k -.035k -.035k -.035k -.035k -.02k -.02k -.02k -.02k -.065k -.137k -.065k -.155k -.06k -.155k -.089k -.034k -.089k -.036k -.036k -.061k -.061k -.035k -.035k-.045k -.045k -.045k -.045k -.02k -.02k -.02k -.02k -.011k -.011k -.011k -.011k -.065k -.137k -.065k -.066k -.085k -.066k -.038k -.049k -.038k -.036k -.036k -.04k -.04k -.023k -.023k -.017k -.017k -.017k -.023k -.01k -.013k -.051k -.037k -.021k -.063k -.051k -.029k -.051k -.037k -.021k -.063k -.051k -.029k -.051k -.051k -.029k -.063k -.062k -.036k -.011ksf -.011ksf -.011ksf -.011ksf -.011ksf -.011ksf Y XZ Loads: LC 3, 0.9D+1.0 30-Wind Envelope Only Solution Tower Engineering Profess... JCM TEP No. 234673.751182 CCI BU No. 857594 SK - 7 Sept 29, 2022 at 8:39 AM PL-17 Platform Mount.r3d -.003k/ft-.005k/ft -.006k/ft-.01k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.005k/ft-.01k/ft -.003k/ft-.005k/ft -.002k/ft-.004k/ft -.004k/ft-.008k/ft -.002k/ft-.004k/ft -.002k/ft-.003k/ft -.004k/ft-.007k/ft -.002k/ft-.003k/ft -.005k/ft-.009k/ft -.005k/ft-.009k/ft -.005k/ft-.009k/ft -.005k/ft-.009k/ft -.005k/ft-.009k/ft -.005k/ft-.009k/ft -.001k/ft-.002k/ft -.002k/ft-.005k/ft -.001k/ft -.002k/ft -.001k/ft -.002k/ft -.003k/ft-.005k/ft -.001k/ft -.002k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.003k/ft-.005k/ft -.002k/ft-.004k/ft -.002k/ft-.003k/ft -.003k/ft-.005k/ft -.001k/ft-.003k/ft -.005k/ft-.007k/ft -.003k/ft-.007k/ft -.004k/ft-.006k/ft -.003k/ft-.008k/ft -.001k/ft -.002k/ft -.003k/ft-.005k/ft -.001k/ft -.002k/ft -.002k/ft-.004k/ft -.002k/ft-.004k/ft -.002k/ft-.004k/ft -.002k/ft-.004k/ft-.002k/ft-.004k/ft -.002k/ft-.004k/ft -.045k -.045k -.045k -.045k -.014k -.014k -.014k -.014k -.025k -.025k -.025k -.025k -.065k -.137k -.065k -.055k -.044k -.055k -.096k -.077k -.096k -.036k -.036k -.027k -.027k -.047k -.047k -.045k -.045k -.045k -.045k -.023k -.023k -.023k -.023k -.04k -.04k -.04k -.04k -.065k -.137k -.065k -.106k -.03k -.106k -.184k -.051k -.184k -.036k -.036k -.039k -.039k -.068k -.068k-.045k -.045k -.045k -.045k -.014k -.014k -.014k -.014k -.025k -.025k -.025k -.025k -.065k -.137k -.065k -.055k -.044k -.055k -.096k -.077k -.096k -.036k -.036k -.027k -.027k -.047k -.047k -.017k -.017k -.01k -.013k -.017k -.023k -.051k -.027k -.046k -.063k -.034k-.058k -.051k -.019k -.032k -.063k -.027k -.047k -.051k -.027k -.046k -.063k -.034k-.058k -.011ksf -.011ksf -.011ksf -.011ksf -.011ksf -.011ksf Y XZ Loads: LC 5, 0.9D+1.0 60-Wind Envelope Only Solution Tower Engineering Profess... JCM TEP No. 234673.751182 CCI BU No. 857594 SK - 8 Sept 29, 2022 at 8:40 AM PL-17 Platform Mount.r3d -.01k/ft -.01k/ft -.01k/ft -.01k/ft -.008k/ft -.008k/ft -.007k/ft -.007k/ft -.01k/ft -.01k/ft -.01k/ft -.01k/ft -.01k/ft -.01k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.005k/ft -.009k/ft -.005k/ft -.004k/ft -.011k/ft -.004k/ft -.005k/ft -.005k/ft -.005k/ft-.005k/ft -.005k/ft-.005k/ft-.005k/ft-.005k/ft -.045k -.045k -.045k -.045k -.023k -.023k -.023k -.023k -.065k -.137k -.065k -.077k -.099k -.077k -.036k -.036k -.047k -.047k -.045k -.045k -.045k -.045k -.04k -.04k -.04k -.04k -.065k -.137k -.065k -.179k -.069k -.179k -.036k -.036k -.07k -.07k-.045k -.045k -.045k -.045k -.04k -.04k -.04k -.04k -.065k -.137k -.065k -.179k -.069k -.179k -.036k -.036k -.07k -.07k -.017k -.017k-.02k -.026k -.051k -.058k -.063k -.072k -.051k -.042k -.063k -.059k -.051k -.042k -.063k -.059k -.011ksf -.011ksf -.011ksf -.011ksf -.011ksf -.011ksf Y XZ Loads: LC 6, 0.9D+1.0 90-Wind Envelope Only Solution September 29, 2022 12.0 ft Platform w/ Support Rail Mount Analysis CCI BU No 857594 Order Number 615552, Revision 0 Page 7 ENG-FRM-10208, Rev.E APPENDIX B SOFTWARE INPUT CALCULATIONS CCI BU No. 857594 TEP No. Analysis By:JCM 9/29/2022 Checked By:GHM 9/29/2022 Code Revisions:IBC 2018 Tower Type:68.0 Ult. Wind Velocity:105.0 mph Kzt:1.000 Section 2.6.6 Live Load Velocity:30.0 mph Kd:0.950 Ice Wind Velocity:50.0 mph Kz-Mount:1.144 Section 2.6.5.2 Base Ice Thickness:0.25 inches Kz-Antenna:1.144 Section 2.6.5.2 Mount Centerline:62.0 ft Kiz:1.065 Section 2.6.10 Antenna Centerline:62.0 ft Ice Thickness:0.266 inches - Section 2.6.10 Exposure Category:C Kes-wind:1.00 Annex S (Table S-1) Topo Category:1 Kes-ice:1.00 Annex S (Table S-1) Risk Category:II Ks:1.000 Section 2.6.7 Ground Elevation:5042 ft Ke:0.833 Table 2-6 (qzGh)Mount:25.57 (qzGh)Mount:5.80 (qzGh)Antenna:25.57 (qzGh)Antenna:5.80 Seismic Code Revisions: Seismic Risk Category: SDS:0.373 Design Short Period Spectral Accel. Ip:1.0 Importance Factor Rp:2.0 Response Modification Factor As:1.0 As:1.0 Applification Factor - TIA-222-H Section 2.7.8.1 S1:0.144 Spectral Acceleration at a Period of 1 Second TIA-H Sec 2.7.7.1.1 Cs:0.187 kips/kip TIA-H Sec 2.7.7.1.1 Cs-min:0.030 kips/kip TIA-222-H 234673.751182 Wind Calculations: TIA-222-H 3 Sided Self-Support Wind Inputs: Without Ice - (psf)With Ice - (psf) II Seismic Input Seismic Design Force Universal Force Generator - V1.11 CCI BU No. 857594 TEP No. Analysis By:JCM 9/29/2022 Checked By:GHM 9/29/2022 Antenna Loads are Calculated in Accordance with TIA-222-H Azimuth is the absolute angle measured clockwise from RISA-3D global X-axis. MFR Model Height (in)Width (in)Depth (in)Wt. (lbs)Azimuth°Qty Shape Member Label Location #1 (ft,%)Location #2 (ft,%)Location #3 (ft,%) KATHREIN 80010992 105.20 20.00 6.90 144.40 0.00 1 Flat MP-3 1.00 8.00 NOKIA AEQU 29.50 17.70 9.50 99.21 0.00 1 Flat MP-1 2.00 4.00 NOKIA AEQK 29.53 17.72 9.53 99.21 0.00 1 Flat MP-1 6.00 8.00 COMMSCOPE RV4PX310R-V2 99.70 13.70 8.20 79.40 0.00 1 Flat MP-5 1.00 8.00 NOKIA AHLBA_CCIV3 21.26 12.13 6.96 101.41 90.00 1 Flat MP-3 4.00 ALCATEL LUCENT B25 RRH4X30-4R 21.40 12.00 7.20 51.00 90.00 1 Flat MP-3 4.00 ALCATEL LUCENT B66A RRH4X45-4R 25.80 11.80 7.20 56.80 90.00 1 Flat MP-RRU1 2.00 ALCATEL LUCENT RRH4X25-WCS-4R 31.50 11.80 8.70 70.00 90.00 1 Flat MP-RRU2 2.00 KATHREIN 80010992 105.20 20.00 6.90 144.40 120.00 1 Flat MP-8 1.00 8.00 NOKIA AEQU 29.50 17.70 9.50 99.21 120.00 1 Flat MP-6 2.00 4.00 NOKIA AEQK 29.53 17.72 9.53 99.21 120.00 1 Flat MP-6 6.00 8.00 COMMSCOPE RV4PX310R-V2 99.70 13.70 8.20 79.40 120.00 1 Flat MP-10 1.00 8.00 NOKIA AHLBA_CCIV3 21.26 12.13 6.96 101.41 210.00 1 Flat MP-8 4.00 ALCATEL LUCENT B25 RRH4X30-4R 21.40 12.00 7.20 51.00 210.00 1 Flat MP-8 4.00 ALCATEL LUCENT B66A RRH4X45-4R 25.80 11.80 7.20 56.80 210.00 1 Flat MP-RRU3 2.00 ALCATEL LUCENT RRH4X25-WCS-4R 31.50 11.80 8.70 70.00 210.00 1 Flat MP-RRU4 2.00 KATHREIN 80010992 105.20 20.00 6.90 144.40 240.00 1 Flat MP-13 1.00 8.00 NOKIA AEQU 29.50 17.70 9.50 99.21 240.00 1 Flat MP-11 2.00 4.00 NOKIA AEQK 29.53 17.72 9.53 99.21 240.00 1 Flat MP-11 6.00 8.00 COMMSCOPE RV4PX310R-V2 99.70 13.70 8.20 79.40 240.00 1 Flat MP-15 1.00 8.00 NOKIA AHLBA_CCIV3 21.26 12.13 6.96 101.41 330.00 1 Flat MP-13 4.00 ALCATEL LUCENT B25 RRH4X30-4R 21.40 12.00 7.20 51.00 330.00 1 Flat MP-13 4.00 ALCATEL LUCENT B66A RRH4X45-4R 25.80 11.80 7.20 56.80 330.00 1 Flat MP-RRU5 2.00 ALCATEL LUCENT RRH4X25-WCS-4R 31.50 11.80 8.70 70.00 330.00 1 Flat MP-RRU6 2.00 RAYCAP DC6-48-60-18-8F 22.25 11.00 11.00 18.90 0.00 1 Round MP-DC1 1.00 RAYCAP DC9-48-60-24-8C-EV_CCIV2 31.40 10.24 10.24 18.50 0.00 1 Round MP-DC1 2.00 234673.751182 Distance from start node of the member Universal Force Generator - V1.11 CCI BU No. 857594 TEP No. Analysis By:JCM 9/29/2022 Checked By:GHM 9/29/2022 Member Forces are Calculated in Accordance with TIA-222-H Member Name Wind Proj. (in)Length (in)Shape θ (°)Perimeter (in) FFTH 3.000 144.00 Flat 90.00 12.00 SF1-TH 3.000 144.00 Flat 30.00 12.00 SF2-TH 3.000 144.00 Flat -30.00 12.00 FFTH-2 3.000 120.00 Flat 90.00 12.00 SF1-TH-2 3.000 120.00 Flat 30.00 12.00 SF2-TH-2 3.000 120.00 Flat -30.00 12.00 CA1 3.000 38.50 Flat -30.00 12.00 CA2 3.000 38.50 Flat 30.00 12.00 CA3 3.000 38.50 Flat 90.00 12.00 CA1-1 3.000 19.32 Flat -30.00 12.00 CA2-1 3.000 19.32 Flat 30.00 12.00 CA3-1 3.000 19.32 Flat 90.00 12.00 M61 3.000 57.30 Flat 12.00 M62 3.000 57.30 Flat 12.00 M63 3.000 57.30 Flat 12.00 M64 3.000 57.30 Flat 12.00 M65 3.000 57.30 Flat 12.00 M66 3.000 57.30 Flat 12.00 GSI-1 1.370 54.50 Flat -30.00 11.48 GSI-2 1.370 54.50 Flat 30.00 11.48 GSI-3 1.370 54.50 Flat 90.00 11.48 GSI-4 1.370 83.50 Flat -30.00 11.48 GSI-5 1.370 83.50 Flat 30.00 11.48 GSI-6 1.370 83.50 Flat 90.00 11.48 MP-1 2.375 120.00 Round 7.46 MP-4 2.375 84.00 Round 7.46 MP-2 2.375 126.00 Round 7.46 MP-3 2.375 126.00 Round 7.46 MP-5 2.375 126.00 Round 7.46 MP-11 2.375 120.00 Round 7.46 MP-14 2.375 84.00 Round 7.46 MP-12 2.375 126.00 Round 7.46 MP-13 2.375 126.00 Round 7.46 MP-15 2.375 126.00 Round 7.46 MP-6 2.375 120.00 Round 7.46 MP-9 2.375 84.00 Round 7.46 MP-7 2.375 126.00 Round 7.46 MP-8 2.375 126.00 Round 7.46 234673.751182 Universal Force Generator V1.11 MP-10 2.375 126.00 Round 7.46 MP-DC1 2.375 48.00 Round 7.46 SRC-3 2.500 15.00 Flat 90.00 10.00 SRC-2 2.500 15.00 Flat 30.00 10.00 SRC-1 2.500 15.00 Flat -30.00 10.00 SA-1 3.500 52.75 Flat 60.00 14.00 SA-2 3.500 23.00 Flat 0.00 14.00 SA-3 3.500 52.75 Flat -60.00 14.00 SA-4 3.500 23.00 Flat 60.00 14.00 SA-5 3.500 52.75 Flat 0.00 14.00 SA-6 3.500 23.00 Flat -60.00 14.00 FF-SR 2.375 216.00 Round 90.00 7.46 SF1-SR 2.375 216.00 Round 30.00 7.46 SF2-SR 2.375 216.00 Round -30.00 7.46 MP-RRU1 2.375 48.00 Round 7.46 MP-RRU2 2.375 48.00 Round 7.46 MP-RRU5 2.375 48.00 Round 7.46 MP-RRU6 2.375 48.00 Round 7.46 MP-RRU3 2.375 48.00 Round 7.46 MP-RRU4 2.375 48.00 Round 7.46 Universal Force Generator V1.11 ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Risk Category:II Soil Class:D - Default (see Section 11.4.3) Elevation:5042.76 ft (NAVD 88) Latitude: Longitude: 43.814969 -111.777103 Wind Results: Wind Speed 105 Vmph 10-year MRI 75 Vmph 25-year MRI 81 Vmph 50-year MRI 86 Vmph 100-year MRI 91 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Mon Sep 26 2022 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://asce7hazardtool.online/Mon Sep 26 2022 SS : 0.372 S1 : 0.144 F a : 1.502 F v : 2.313 SMS : 0.559 SM1 : 0.332 SDS : 0.373 SD1 : 0.222 T L : 6 PGA : 0.158 PGA M : 0.235 F PGA : 1.483 Ie : 1 C v : 0.948 Design Response Spectrum S (g) vs T(s)a MCE Response SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum S (g) vs T(s)a MCE Vertical Response SpectrumR S (g) vs T(s)a Seismic Site Soil Class: Results: Seismic Design Category D - Default (see Section 11.4.3) D Data Accessed: Mon Sep 26 2022 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. Page 2 of 3https://asce7hazardtool.online/Mon Sep 26 2022 Ice Results: Data Source: Date Accessed: Ice Thickness: 0.25 in. Concurrent Temperature: 5 F Gust Speed 50 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Mon Sep 26 2022 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. Page 3 of 3https://asce7hazardtool.online/Mon Sep 26 2022 September 29, 2022 12.0 ft Platform w/ Support Rail Mount Analysis CCI BU No 857594 Order Number 615552, Revision 0 Page 8 ENG-FRM-10208, Rev.E APPENDIX C SOFTWARE ANALYSIS OUTPUT Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation? Increase Nailing Capacity for Wind? Include Warping? Trans Load Btwn Intersecting Wood Wall? Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (ft/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis Global Member Orientation Plane Static Solver Dynamic Solver 5 97 Yes Yes Yes Yes 144 .12 0.50% Yes Yes 3 32.2 24 4 Y XZ Sparse Accelerated Accelerated Solver Hot Rolled Steel Code Adjust Stiffness? RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code Stainless Steel Code AISC 15th(360-16): LRFD No None None None < 100F None None None - Building None Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections? Use Cracked Sections Slab? Bad Framing Warnings? Unused Force Warnings? Min 1 Bar Diam. Spacing? Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 Exact Integration .65 Rectangular Yes No No Yes No REBAR_SET_ASTMA615 1 8 RISA-3D Version 17.0.4 Page 1 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 (Global) Model Settings, Continued Seismic Code Seismic Base Elevation (ft) Add Base Weight? Ct X Ct Z T X (sec) T Z (sec) R X R Z Ct Exp. X Ct Exp. Z SD1 SDS S1 TL (sec) Risk Cat Drift Cat ASCE 7-10 Not Entered Yes .02 .02 Not Entered Not Entered 3 3 .75 .75 1 1 1 5 I or II Other Om Z Om X Cd Z Cd X Rho Z Rho X 1 1 1 1 1 1 Hot Rolled Steel Properties Label E [ksi]G [ksi]Nu Therm (/1E...Density[k/ft... Yield[ksi]Ry Fu[ksi]Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .49 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .49 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Cold Formed Steel Properties Label E [ksi]G [ksi]Nu Therm (/1E5 F) Density[k/ft^3]Yield[ksi]Fu[ksi] 1 A653 SS Gr33 29500 11346 .3 .65 .49 33 45 2 A653 SS Gr50/1 29500 11346 .3 .65 .49 50 65 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design ... A [in2] Iyy [in4] Izz [in4] J [in4] 1 Face Horizontals L3X3X4 None None A36 Gr.36 Typical 1.44 1.23 1.23 .031 2 Internals C3X3.5 None None A36 Gr.36 Typical 1.09 .169 1.57 .023 3 Support Arms HSS3.5X3.5X3 None None A500 Gr.B Rect Typical 2.24 4.05 4.05 6.56 4 SRC L2.5x2.5x4 None None A36 Gr.36 Typical 1.19 .692 .692 .026 5 HSRK L3X3X4 None None A36 Gr.36 Typical 1.44 1.23 1.23 .031 6 Support Rail PIPE_2.0 None None A53 Gr.B Typical 1.02 .627 .627 1.25 7 Mount Pipe PIPE_2.0 None None A53 Gr.B Typical 1.02 .627 .627 1.25 Cold Formed Steel Section Sets Label Shape Type Design List Material Design R... A [in2] Iyy [in4] Izz [in4] J [in4] 1 CF1A 8CU1.25X057 Beam None A653 SS ...Typical .581 .057 4.41 .00063 RISA-3D Version 17.0.4 Page 2 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 General Material Properties Label E [ksi]G [ksi]Nu Therm (/1E5 F)Density[k/ft^3] 1 gen_Conc3NW 3155 1372 .15 .6 .145 2 gen_Conc4NW 3644 1584 .15 .6 .145 3 gen_Conc3LW 2085 906 .15 .6 .11 4 gen_Conc4LW 2408 1047 .15 .6 .11 5 gen_Alum 10600 4077 .3 1.29 .173 6 gen_Steel 29000 11154 .3 .65 .49 7 RIGID 1e+6 .3 0 0 Joint Boundary Conditions Joint Label X [k/in]Y [k/in]Z [k/in]X Rot.[k-ft/rad]Y Rot.[k-ft/rad]Z Rot.[k-ft/rad] 1 N29 Reaction Reaction Reaction Reaction Reaction Reaction 2 N31 Reaction Reaction Reaction Reaction Reaction Reaction 3 N33 Reaction Reaction Reaction Reaction Reaction Reaction 4 N35 Reaction Reaction Reaction Reaction Reaction Reaction 5 N37 Reaction Reaction Reaction Reaction Reaction Reaction 6 N39 Reaction Reaction Reaction Reaction Reaction Reaction Member Primary Data Label I Joint J Joint K Joint Rotate(d...Section/Shape Type Design List Material Design R... 1 FFTH N4 N7 Face Horizontals None None A36 Gr.36 Typical 2 SF1-TH N5 N8 270 Face Horizontals None None A36 Gr.36 Typical 3 SF2-TH N6 N9 270 Face Horizontals None None A36 Gr.36 Typical 4 FFTH-2 N10 N11 270 Face Horizontals None None A36 Gr.36 Typical 5 SF1-TH-2 N12 N13 270 Face Horizontals None None A36 Gr.36 Typical 6 SF2-TH-2 N14 N15 270 Face Horizontals None None A36 Gr.36 Typical 7 CA1 N5 N4 Face Horizontals None None A36 Gr.36 Typical 8 CA2 N7 N9 Face Horizontals None None A36 Gr.36 Typical 9 CA3 N6 N8 Face Horizontals None None A36 Gr.36 Typical 10 CA1-1 N13 N10 270 Face Horizontals None None A36 Gr.36 Typical 11 CA2-1 N11 N14 270 Face Horizontals None None A36 Gr.36 Typical 12 CA3-1 N15 N12 270 Face Horizontals None None A36 Gr.36 Typical 13 M61 N149 N146 180 HSRK None None A36 Gr.36 Typical 14 M62 N148 N147 90 HSRK None None A36 Gr.36 Typical 15 M63 N153 N147 180 HSRK None None A36 Gr.36 Typical 16 M64 N152 N145 90 HSRK None None A36 Gr.36 Typical 17 M65 N157 N145 180 HSRK None None A36 Gr.36 Typical 18 M66 N156 N146 90 HSRK None None A36 Gr.36 Typical 19 GSI-1 N20 N17 90 Internals None None A36 Gr.36 Typical 20 GSI-2 N16 N19 90 Internals None None A36 Gr.36 Typical 21 GSI-3 N18 N21 90 Internals None None A36 Gr.36 Typical 22 GSI-4 N26 N23 90 Internals None None A36 Gr.36 Typical 23 GSI-5 N22 N25 90 Internals None None A36 Gr.36 Typical 24 GSI-6 N24 N27 90 Internals None None A36 Gr.36 Typical 25 MP-1 N93 N89 Mount Pipe None None A53 Gr.B Typical 26 MP-4 N94 N90 Mount Pipe None None A53 Gr.B Typical 27 MP-2 N94A N100 Mount Pipe None None A53 Gr.B Typical 28 MP-3 N95 N101 Mount Pipe None None A53 Gr.B Typical 29 MP-5 N93A N99 Mount Pipe None None A53 Gr.B Typical 30 MP-11 N111 N109 Mount Pipe None None A53 Gr.B Typical 31 MP-14 N112 N110 Mount Pipe None None A53 Gr.B Typical 32 MP-12 N114 N117 Mount Pipe None None A53 Gr.B Typical 33 MP-13 N115 N118 Mount Pipe None None A53 Gr.B Typical 34 MP-15 N113 N116 Mount Pipe None None A53 Gr.B Typical 35 MP-6 N131 N129 Mount Pipe None None A53 Gr.B Typical 36 MP-9 N132 N130 Mount Pipe None None A53 Gr.B Typical 37 MP-7 N134 N137 Mount Pipe None None A53 Gr.B Typical 38 MP-8 N135 N138 Mount Pipe None None A53 Gr.B Typical 39 MP-10 N133 N136 Mount Pipe None None A53 Gr.B Typical 40 MP-DC1 N156A N157A Mount Pipe None None A53 Gr.B Typical 41 M28 N80 N85 RIGID None None RIGID Typical RISA-3D Version 17.0.4 Page 3 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(d...Section/Shape Type Design List Material Design R... 42 M29 N82 N87 RIGID None None RIGID Typical 43 M30 N83 N88 RIGID None None RIGID Typical 44 M31 N81 N86 RIGID None None RIGID Typical 45 M32 N79 N84 RIGID None None RIGID Typical 46 M38 N100A N105 RIGID None None RIGID Typical 47 M39 N102 N107 RIGID None None RIGID Typical 48 M40 N103 N108 RIGID None None RIGID Typical 49 M41 N101A N106 RIGID None None RIGID Typical 50 M42 N99A N104 RIGID None None RIGID Typical 51 M48 N120 N125 RIGID None None RIGID Typical 52 M49 N122 N127 RIGID None None RIGID Typical 53 M50 N123 N128 RIGID None None RIGID Typical 54 M51 N121 N126 RIGID None None RIGID Typical 55 M52 N119 N124 RIGID None None RIGID Typical 56 M67 N155 N154 RIGID None None RIGID Typical 57 SRC-3 N143 N144 90 SRC None None A36 Gr.36 Typical 58 SRC-2 N141 N142 90 SRC None None A36 Gr.36 Typical 59 SRC-1 N143A N144A 90 SRC None None A36 Gr.36 Typical 60 SA-1 N33 N32 Support Arms None None A500 Gr...Typical 61 SA-2 N35 N34 Support Arms None None A500 Gr...Typical 62 SA-3 N31 N30 Support Arms None None A500 Gr...Typical 63 SA-4 N39 N38 Support Arms None None A500 Gr...Typical 64 SA-5 N29 N28 Support Arms None None A500 Gr...Typical 65 SA-6 N37 N36 Support Arms None None A500 Gr...Typical 66 FF-SR N74 N73 Support Rail None None A53 Gr.B Typical 67 SF1-SR N76 N75 Support Rail None None A53 Gr.B Typical 68 SF2-SR N78 N77 Support Rail None None A53 Gr.B Typical 69 M69 N158 N160A RIGID None None RIGID Typical 70 M70 N160 N161 RIGID None None RIGID Typical 71 MP-RRU1 N167 N171 Mount Pipe None None A53 Gr.B Typical 72 MP-RRU2 N166 N170 Mount Pipe None None A53 Gr.B Typical 73 M75 N170A N172 RIGID None None RIGID Typical 74 M76 N171A N173 RIGID None None RIGID Typical 75 MP-RRU5 N179 N181 Mount Pipe None None A53 Gr.B Typical 76 MP-RRU6 N178 N180 Mount Pipe None None A53 Gr.B Typical 77 M81 N182 N184 RIGID None None RIGID Typical 78 M82 N183 N185 RIGID None None RIGID Typical 79 MP-RRU3 N191 N193 Mount Pipe None None A53 Gr.B Typical 80 MP-RRU4 N190 N192 Mount Pipe None None A53 Gr.B Typical 81 M81A N165 N161 RIGID None None RIGID Typical 82 M82A N163 N161 RIGID None None RIGID Typical 83 M83 N164 N160A RIGID None None RIGID Typical 84 M84 N162 N160A RIGID None None RIGID Typical 85 M85 N177 N173 RIGID None None RIGID Typical 86 M86 N175 N173 RIGID None None RIGID Typical 87 M87 N176 N172 RIGID None None RIGID Typical 88 M88 N174 N172 RIGID None None RIGID Typical 89 M89 N189 N185 RIGID None None RIGID Typical 90 M90 N187 N185 RIGID None None RIGID Typical 91 M91 N188 N184 RIGID None None RIGID Typical 92 M92 N186 N184 RIGID None None RIGID Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ...Inactive Seismic ... 1 FFTH BenPIN BenPIN Yes ** NA **None 2 SF1-TH BenPIN BenPIN Yes ** NA **None 3 SF2-TH BenPIN BenPIN Yes ** NA **None 4 FFTH-2 BenPIN BenPIN Yes ** NA **None 5 SF1-TH-2 BenPIN BenPIN Yes ** NA **None 6 SF2-TH-2 BenPIN BenPIN Yes ** NA **None 7 CA1 BenPIN BenPIN Yes ** NA **None RISA-3D Version 17.0.4 Page 4 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ...Inactive Seismic ... 8 CA2 BenPIN BenPIN Yes ** NA **None 9 CA3 BenPIN BenPIN Yes ** NA **None 10 CA1-1 BenPIN BenPIN Yes ** NA **None 11 CA2-1 BenPIN BenPIN Yes ** NA **None 12 CA3-1 BenPIN BenPIN Yes ** NA **None 13 M61 BenPIN BenPIN Yes ** NA **None 14 M62 BenPIN BenPIN Yes ** NA **None 15 M63 BenPIN BenPIN Yes ** NA **None 16 M64 BenPIN BenPIN Yes ** NA **None 17 M65 BenPIN BenPIN Yes ** NA **None 18 M66 BenPIN BenPIN Yes ** NA **None 19 GSI-1 Yes ** NA **None 20 GSI-2 Yes ** NA **None 21 GSI-3 Yes ** NA **None 22 GSI-4 Yes ** NA **None 23 GSI-5 Yes ** NA **None 24 GSI-6 Yes ** NA **None 25 MP-1 Yes ** NA **None 26 MP-4 Yes ** NA **None 27 MP-2 Yes ** NA **None 28 MP-3 Yes ** NA **None 29 MP-5 Yes ** NA **None 30 MP-11 Yes ** NA **None 31 MP-14 Yes ** NA **None 32 MP-12 Yes ** NA **None 33 MP-13 Yes ** NA **None 34 MP-15 Yes ** NA **None 35 MP-6 Yes ** NA **None 36 MP-9 Yes ** NA **None 37 MP-7 Yes ** NA **None 38 MP-8 Yes ** NA **None 39 MP-10 Yes ** NA **None 40 MP-DC1 Yes ** NA **None 41 M28 Yes ** NA **None 42 M29 Yes ** NA **None 43 M30 Yes ** NA **None 44 M31 Yes ** NA **None 45 M32 Yes ** NA **None 46 M38 Yes ** NA **None 47 M39 Yes ** NA **None 48 M40 Yes ** NA **None 49 M41 Yes ** NA **None 50 M42 Yes ** NA **None 51 M48 Yes ** NA **None 52 M49 Yes ** NA **None 53 M50 Yes ** NA **None 54 M51 Yes ** NA **None 55 M52 Yes ** NA **None 56 M67 Yes ** NA **None 57 SRC-3 Yes ** NA **None 58 SRC-2 Yes ** NA **None 59 SRC-1 Yes ** NA **None 60 SA-1 Yes ** NA **None 61 SA-2 Yes ** NA **None 62 SA-3 Yes ** NA **None 63 SA-4 Yes ** NA **None 64 SA-5 Yes ** NA **None 65 SA-6 Yes ** NA **None 66 FF-SR Yes ** NA **None 67 SF1-SR Yes ** NA **None 68 SF2-SR Yes ** NA **None 69 M69 Yes ** NA **None 70 M70 Yes ** NA **None RISA-3D Version 17.0.4 Page 5 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ...Inactive Seismic ... 71 MP-RRU1 Yes ** NA **None 72 MP-RRU2 Yes ** NA **None 73 M75 Yes ** NA **None 74 M76 Yes ** NA **None 75 MP-RRU5 Yes ** NA **None 76 MP-RRU6 Yes ** NA **None 77 M81 Yes ** NA **None 78 M82 Yes ** NA **None 79 MP-RRU3 Yes ** NA **None 80 MP-RRU4 Yes ** NA **None 81 M81A Yes ** NA **None 82 M82A Yes ** NA **None 83 M83 OOOXOX Yes ** NA **None 84 M84 OOOXOX Yes ** NA **None 85 M85 Yes ** NA **None 86 M86 Yes ** NA **None 87 M87 OOOXOX Yes ** NA **None 88 M88 OOOXOX Yes ** NA **None 89 M89 Yes ** NA **None 90 M90 Yes ** NA **None 91 M91 OOOXOX Yes ** NA **None 92 M92 OOOXOX Yes ** NA **None Hot Rolled Steel Design Parameters Label Shape Length[... Lbyy[ft]Lbzz[ft] Lcomp top[ft] Lcomp bot[ft] L-torq... Kyy Kzz Cb Funct... 1 FFTH Face Horizontals 12 2.542 2.542 1 1 Lateral 2 SF1-TH Face Horizontals 12 2.542 2.542 1 1 Lateral 3 SF2-TH Face Horizontals 12 2.542 2.542 1 1 Lateral 4 FFTH-2 Face Horizontals 10 3.408 3.408 1 1 Lateral 5 SF1-TH-2 Face Horizontals 10 3.408 3.408 1 1 Lateral 6 SF2-TH-2 Face Horizontals 10 3.408 3.408 1 1 Lateral 7 CA1 Face Horizontals 3.208 1.604 1.604 1 1 Lateral 8 CA2 Face Horizontals 3.208 1.604 1.604 1 1 Lateral 9 CA3 Face Horizontals 3.208 1.604 1.604 1 1 Lateral 10 CA1-1 Face Horizontals 1.61 .805 .805 1 1 Lateral 11 CA2-1 Face Horizontals 1.61 .805 .805 1 1 Lateral 12 CA3-1 Face Horizontals 1.61 .805 .805 1 1 Lateral 13 M61 HSRK 4.775 1 1 Lateral 14 M62 HSRK 4.775 1 1 Lateral 15 M63 HSRK 4.775 1 1 Lateral 16 M64 HSRK 4.775 1 1 Lateral 17 M65 HSRK 4.775 1 1 Lateral 18 M66 HSRK 4.775 1 1 Lateral 19 GSI-1 Internals 4.542 2.125 2.125 2.1 2.1 Lateral 20 GSI-2 Internals 4.542 2.125 2.125 2.1 2.1 Lateral 21 GSI-3 Internals 4.542 2.125 2.125 2.1 2.1 Lateral 22 GSI-4 Internals 6.958 3.333 3.333 2.1 2.1 Lateral 23 GSI-5 Internals 6.958 3.333 3.333 2.1 2.1 Lateral 24 GSI-6 Internals 6.958 3.333 3.333 2.1 2.1 Lateral 25 MP-1 Mount Pipe 10 Segment Segment 2.1 2.1 Lateral 26 MP-4 Mount Pipe 7 Segment Segment 2.1 2.1 Lateral 27 MP-2 Mount Pipe 10.5 Segment Segment 2.1 2.1 Lateral 28 MP-3 Mount Pipe 10.5 Segment Segment 2.1 2.1 Lateral 29 MP-5 Mount Pipe 10.5 Segment Segment 2.1 2.1 Lateral 30 MP-11 Mount Pipe 10 Segment Segment 2.1 2.1 Lateral 31 MP-14 Mount Pipe 7 Segment Segment 2.1 2.1 Lateral 32 MP-12 Mount Pipe 10.5 Segment Segment 2.1 2.1 Lateral 33 MP-13 Mount Pipe 10.5 Segment Segment 2.1 2.1 Lateral 34 MP-15 Mount Pipe 10.5 Segment Segment 2.1 2.1 Lateral 35 MP-6 Mount Pipe 10 Segment Segment 2.1 2.1 Lateral 36 MP-9 Mount Pipe 7 Segment Segment 2.1 2.1 Lateral RISA-3D Version 17.0.4 Page 6 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Hot Rolled Steel Design Parameters (Continued) Label Shape Length[... Lbyy[ft]Lbzz[ft] Lcomp top[ft] Lcomp bot[ft] L-torq... Kyy Kzz Cb Funct... 37 MP-7 Mount Pipe 10.5 Segment Segment 2.1 2.1 Lateral 38 MP-8 Mount Pipe 10.5 Segment Segment 2.1 2.1 Lateral 39 MP-10 Mount Pipe 10.5 Segment Segment 2.1 2.1 Lateral 40 MP-DC1 Mount Pipe 4 Segment Segment 2.1 2.1 Lateral 41 SRC-3 SRC 1.25 .65 .65 Lateral 42 SRC-2 SRC 1.25 .65 .65 Lateral 43 SRC-1 SRC 1.25 .65 .65 Lateral 44 SA-1 Support Arms 4.396 2.1 2.1 Lateral 45 SA-2 Support Arms 1.917 2.1 2.1 Lateral 46 SA-3 Support Arms 4.396 2.1 2.1 Lateral 47 SA-4 Support Arms 1.917 2.1 2.1 Lateral 48 SA-5 Support Arms 4.396 2.1 2.1 Lateral 49 SA-6 Support Arms 1.917 2.1 2.1 Lateral 50 FF-SR Support Rail 18 14.417 14.417 2.1 2.1 Lateral 51 SF1-SR Support Rail 18 14.417 14.417 2.1 2.1 Lateral 52 SF2-SR Support Rail 18 14.417 14.417 2.1 2.1 Lateral 53 MP-RRU1 Mount Pipe 4 Segment Segment 2.1 2.1 Lateral 54 MP-RRU2 Mount Pipe 4 Segment Segment 2.1 2.1 Lateral 55 MP-RRU5 Mount Pipe 4 Segment Segment 2.1 2.1 Lateral 56 MP-RRU6 Mount Pipe 4 Segment Segment 2.1 2.1 Lateral 57 MP-RRU3 Mount Pipe 4 Segment Segment 2.1 2.1 Lateral 58 MP-RRU4 Mount Pipe 4 Segment Segment 2.1 2.1 Lateral Cold Formed Steel Design Parameters Label Shape Lengt... Lbyy[ft] Lbzz[ft] Lcomp to...Lcomp b... Kyy Kzz Cm-yyCm-zz Cb R y swayz sway No Data to Print ... Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Dead None -1 38 6 2 0 Wind - No Ice None 38 58 3 30 Wind - No Ice None 76 116 4 45 Wind - No Ice None 76 116 5 60 Wind - No Ice None 76 116 6 90 Wind - No Ice None 38 58 7 120 Wind - No Ice None 76 116 8 135 Wind - No Ice None 76 116 9 150 Wind - No Ice None 76 116 10 180 Wind - No Ice None 38 58 11 210 Wind - No Ice None 76 116 12 225 Wind - No Ice None 76 116 13 240 Wind - No Ice None 76 116 14 270 Wind - No Ice None 38 58 15 300 Wind - No Ice None 76 116 16 315 Wind - No Ice None 76 116 17 330 Wind - No Ice None 76 116 18 Ice Weight None 38 58 6 19 0 Wind - Ice None 38 58 20 30 Wind - Ice None 76 116 21 45 Wind - Ice None 76 116 22 60 Wind - Ice None 76 116 23 90 Wind - Ice None 38 58 24 120 Wind - Ice None 76 116 25 135 Wind - Ice None 76 116 26 150 Wind - Ice None 76 116 27 180 Wind - Ice None 38 58 28 210 Wind - Ice None 76 116 29 225 Wind - Ice None 76 116 30 240 Wind - Ice None 76 116 31 270 Wind - Ice None 38 58 RISA-3D Version 17.0.4 Page 7 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 32 300 Wind - Ice None 76 116 33 315 Wind - Ice None 76 116 34 330 Wind - Ice None 76 116 35 Lm None 1 36 Lv None 1 37 Seismic Load X ELX -1 38 38 Seismic Load Z ELZ -1 38 39 BLC 1 Transient Area...None 83 40 BLC 18 Transient Are...None 83 Load Combinations Description Solve PDelta S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 1.4D Yes Y 1 1.4 2 0.9D+1.0 0-Wind Yes Y 1 .9 2 1 3 0.9D+1.0 30-Wind Yes Y 1 .9 3 1 4 0.9D+1.0 45-Wind Yes Y 1 .9 4 1 5 0.9D+1.0 60-Wind Yes Y 1 .9 5 1 6 0.9D+1.0 90-Wind Yes Y 1 .9 6 1 7 0.9D+1.0 120-W...Yes Y 1 .9 7 1 8 0.9D+1.0 135-W...Yes Y 1 .9 8 1 9 0.9D+1.0 150-W...Yes Y 1 .9 9 1 10 0.9D+1.0 180-W...Yes Y 1 .9 10 1 11 0.9D+1.0 210-W...Yes Y 1 .9 11 1 12 0.9D+1.0 225-W...Yes Y 1 .9 12 1 13 0.9D+1.0 240-W...Yes Y 1 .9 13 1 14 0.9D+1.0 270-W...Yes Y 1 .9 14 1 15 0.9D+1.0 300-W...Yes Y 1 .9 15 1 16 0.9D+1.0 315-W...Yes Y 1 .9 16 1 17 0.9D+1.0 330-W...Yes Y 1 .9 17 1 18 1.2D+1.0 0-Wind Yes Y 1 1.2 2 1 19 1.2D+1.0 30-Wind Yes Y 1 1.2 3 1 20 1.2D+1.0 45-Wind Yes Y 1 1.2 4 1 21 1.2D+1.0 60-Wind Yes Y 1 1.2 5 1 22 1.2D+1.0 90-Wind Yes Y 1 1.2 6 1 23 1.2D+1.0 120-W...Yes Y 1 1.2 7 1 24 1.2D+1.0 135-W...Yes Y 1 1.2 8 1 25 1.2D+1.0 150-W...Yes Y 1 1.2 9 1 26 1.2D+1.0 180-W...Yes Y 1 1.2 10 1 27 1.2D+1.0 210-W...Yes Y 1 1.2 11 1 28 1.2D+1.0 225-W...Yes Y 1 1.2 12 1 29 1.2D+1.0 240-W...Yes Y 1 1.2 13 1 30 1.2D+1.0 270-W...Yes Y 1 1.2 14 1 31 1.2D+1.0 300-W...Yes Y 1 1.2 15 1 32 1.2D+1.0 315-W...Yes Y 1 1.2 16 1 33 1.2D+1.0 330-W...Yes Y 1 1.2 17 1 34 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 19 1 35 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 20 1 36 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 21 1 37 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 22 1 38 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 23 1 39 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 24 1 40 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 25 1 41 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 26 1 42 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 27 1 43 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 28 1 44 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 29 1 45 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 30 1 46 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 31 1 47 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 32 1 48 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 33 1 49 1.2D+1.0Di+1.0 ...Yes Y 1 1.2 18 1 34 1 RISA-3D Version 17.0.4 Page 8 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Load Combinations (Continued) Description Solve PDelta S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 50 1.2D+1.5Lv Yes Y 36 1.5 1 1.2 51 1.2D+1.5Lm+1.0...Yes Y 1 1.2 2 .082 35 1.5 52 1.2D+1.5Lm+1.0...Yes Y 1 1.2 3 .082 35 1.5 53 1.2D+1.5Lm+1.0...Yes Y 1 1.2 4 .082 35 1.5 54 1.2D+1.5Lm+1.0...Yes Y 1 1.2 5 .082 35 1.5 55 1.2D+1.5Lm+1.0...Yes Y 1 1.2 6 .082 35 1.5 56 1.2D+1.5Lm+1.0...Yes Y 1 1.2 7 .082 35 1.5 57 1.2D+1.5Lm+1.0...Yes Y 1 1.2 8 .082 35 1.5 58 1.2D+1.5Lm+1.0...Yes Y 1 1.2 9 .082 35 1.5 59 1.2D+1.5Lm+1.0...Yes Y 1 1.2 10 .082 35 1.5 60 1.2D+1.5Lm+1.0...Yes Y 1 1.2 11 .082 35 1.5 61 1.2D+1.5Lm+1.0...Yes Y 1 1.2 12 .082 35 1.5 62 1.2D+1.5Lm+1.0...Yes Y 1 1.2 13 .082 35 1.5 63 1.2D+1.5Lm+1.0...Yes Y 1 1.2 14 .082 35 1.5 64 1.2D+1.5Lm+1.0...Yes Y 1 1.2 15 .082 35 1.5 65 1.2D+1.5Lm+1.0...Yes Y 1 1.2 16 .082 35 1.5 66 1.2D+1.5Lm+1.0...Yes Y 1 1.2 17 .082 35 1.5 67 (1.2+0.2Sds)D+...Yes Y 1 1.2...E....186 0 68 (1.2+0.2Sds)D+...Yes Y 1 1.2...E....162 E....093 69 (1.2+0.2Sds)D+...Yes Y 1 1.2...E....132 E....132 70 (1.2+0.2Sds)D+...Yes Y 1 1.2...E....093 E....162 71 (1.2+0.2Sds)D+...Yes Y 1 1.2...0 E....186 72 (1.2+0.2Sds)D+...Yes Y 1 1.2...E...-.093 E....162 73 (1.2+0.2Sds)D+...Yes Y 1 1.2...E...-.132 E....132 74 (1.2+0.2Sds)D+...Yes Y 1 1.2...E...-.162 E....093 75 (1.2+0.2Sds)D+...Yes Y 1 1.2...E...-.186 0 76 (1.2+0.2Sds)D+...Yes Y 1 1.2...E...-.162 E...-.093 77 (1.2+0.2Sds)D+...Yes Y 1 1.2...E...-.132 E...-.132 78 (1.2+0.2Sds)D+...Yes Y 1 1.2...E...-.093 E...-.162 79 (1.2+0.2Sds)D+...Yes Y 1 1.2...0 E...-.186 80 (1.2+0.2Sds)D+...Yes Y 1 1.2...E....093 E...-.162 81 (1.2+0.2Sds)D+...Yes Y 1 1.2...E....132 E...-.132 82 (1.2+0.2Sds)D+...Yes Y 1 1.2...E....162 E...-.093 83 (0.9-0.2Sds)*DL...Yes Y 1 .825 E....186 0 84 (0.9-0.2Sds)*DL...Yes Y 1 .825 E....162 E....093 85 (0.9-0.2Sds)*DL...Yes Y 1 .825 E....132 E....132 86 (0.9-0.2Sds)*DL...Yes Y 1 .825 E....093 E....162 87 (0.9-0.2Sds)*DL...Yes Y 1 .825 0 E....186 88 (0.9-0.2Sds)*DL...Yes Y 1 .825 E...-.093 E....162 89 (0.9-0.2Sds)*DL...Yes Y 1 .825 E...-.132 E....132 90 (0.9-0.2Sds)*DL...Yes Y 1 .825 E...-.162 E....093 91 (0.9-0.2Sds)*DL...Yes Y 1 .825 E...-.186 0 92 (0.9-0.2Sds)*DL...Yes Y 1 .825 E...-.162 E...-.093 93 (0.9-0.2Sds)*DL...Yes Y 1 .825 E...-.132 E...-.132 94 (0.9-0.2Sds)*DL...Yes Y 1 .825 E...-.093 E...-.162 95 (0.9-0.2Sds)*DL...Yes Y 1 .825 0 E...-.186 96 (0.9-0.2Sds)*DL...Yes Y 1 .825 E....093 E...-.162 97 (0.9-0.2Sds)*DL...Yes Y 1 .825 E....132 E...-.132 98 (0.9-0.2Sds)*DL...Yes Y 1 .825 E....162 E...-.093 Joint Loads and Enforced Displacements (BLC 35 : Lm) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N16 L Y -.5 Joint Loads and Enforced Displacements (BLC 36 : Lv) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N7 L Y -.25 RISA-3D Version 17.0.4 Page 9 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 1 : Dead) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 Y -.072 1 2 MP-1 Y -.05 2 3 MP-1 Y -.05 6 4 MP-5 Y -.04 1 5 MP-3 Y -.101 4 6 MP-3 Y -.051 4 7 MP-RRU1 Y -.057 2 8 MP-RRU2 Y -.07 2 9 MP-8 Y -.072 1 10 MP-6 Y -.05 2 11 MP-6 Y -.05 6 12 MP-10 Y -.04 1 13 MP-8 Y -.101 4 14 MP-8 Y -.051 4 15 MP-RRU3 Y -.057 2 16 MP-RRU4 Y -.07 2 17 MP-13 Y -.072 1 18 MP-11 Y -.05 2 19 MP-11 Y -.05 6 20 MP-15 Y -.04 1 21 MP-13 Y -.101 4 22 MP-13 Y -.051 4 23 MP-RRU5 Y -.057 2 24 MP-RRU6 Y -.07 2 25 MP-DC1 Y -.019 1 26 MP-DC1 Y -.018 2 27 MP-3 Y -.072 8 28 MP-1 Y -.05 4 29 MP-1 Y -.05 8 30 MP-5 Y -.04 8 31 MP-8 Y -.072 8 32 MP-6 Y -.05 4 33 MP-6 Y -.05 8 34 MP-10 Y -.04 8 35 MP-13 Y -.072 8 36 MP-11 Y -.05 4 37 MP-11 Y -.05 8 38 MP-15 Y -.04 8 Member Point Loads (BLC 2 : 0 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.213 1 2 MP-1 X -.046 2 3 MP-1 X -.046 6 4 MP-5 X -.078 1 5 MP-3 X -.029 4 6 MP-3 X -.03 4 7 MP-RRU1 X -.037 2 8 MP-RRU2 X -.055 2 9 MP-8 X -.111 1 10 MP-6 X -.028 2 11 MP-6 X -.028 6 12 MP-10 X -.055 1 13 MP-8 X -.044 4 14 MP-8 X -.044 4 15 MP-RRU3 X -.053 2 16 MP-RRU4 X -.067 2 17 MP-13 X -.111 1 18 MP-11 X -.028 2 19 MP-11 X -.028 6 20 MP-15 X -.055 1 RISA-3D Version 17.0.4 Page 10 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 2 : 0 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 21 MP-13 X -.044 4 22 MP-13 X -.044 4 23 MP-RRU5 X -.053 2 24 MP-RRU6 X -.067 2 25 MP-DC1 X -.02 1 26 MP-DC1 X -.026 2 27 MP-3 X -.213 8 28 MP-1 X -.046 4 29 MP-1 X -.046 8 30 MP-5 X -.078 8 31 MP-8 X -.111 8 32 MP-6 X -.028 4 33 MP-6 X -.028 8 34 MP-10 X -.055 8 35 MP-13 X -.111 8 36 MP-11 X -.028 4 37 MP-11 X -.028 8 38 MP-15 X -.055 8 Member Point Loads (BLC 3 : 30 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.155 1 2 MP-1 X -.035 2 3 MP-1 X -.035 6 4 MP-5 X -.061 1 5 MP-3 X -.03 4 6 MP-3 X -.03 4 7 MP-RRU1 X -.037 2 8 MP-RRU2 X -.051 2 9 MP-8 X -.066 1 10 MP-6 X -.02 2 11 MP-6 X -.02 6 12 MP-10 X -.04 1 13 MP-8 X -.043 4 14 MP-8 X -.043 4 15 MP-RRU3 X -.051 2 16 MP-RRU4 X -.062 2 17 MP-13 X -.155 1 18 MP-11 X -.035 2 19 MP-11 X -.035 6 20 MP-15 X -.061 1 21 MP-13 X -.03 4 22 MP-13 X -.03 4 23 MP-RRU5 X -.037 2 24 MP-RRU6 X -.051 2 25 MP-DC1 X -.017 1 26 MP-DC1 X -.023 2 27 MP-3 X -.155 8 28 MP-1 X -.035 4 29 MP-1 X -.035 8 30 MP-5 X -.061 8 31 MP-8 X -.066 8 32 MP-6 X -.02 4 33 MP-6 X -.02 8 34 MP-10 X -.04 8 35 MP-13 X -.155 8 36 MP-11 X -.035 4 37 MP-11 X -.035 8 38 MP-15 X -.061 8 39 MP-3 Z -.089 1 40 MP-1 Z -.02 2 41 MP-1 Z -.02 6 RISA-3D Version 17.0.4 Page 11 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 3 : 30 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 42 MP-5 Z -.035 1 43 MP-3 Z -.017 4 44 MP-3 Z -.017 4 45 MP-RRU1 Z -.021 2 46 MP-RRU2 Z -.029 2 47 MP-8 Z -.038 1 48 MP-6 Z -.011 2 49 MP-6 Z -.011 6 50 MP-10 Z -.023 1 51 MP-8 Z -.025 4 52 MP-8 Z -.025 4 53 MP-RRU3 Z -.029 2 54 MP-RRU4 Z -.036 2 55 MP-13 Z -.089 1 56 MP-11 Z -.02 2 57 MP-11 Z -.02 6 58 MP-15 Z -.035 1 59 MP-13 Z -.017 4 60 MP-13 Z -.017 4 61 MP-RRU5 Z -.021 2 62 MP-RRU6 Z -.029 2 63 MP-DC1 Z -.01 1 64 MP-DC1 Z -.013 2 65 MP-3 Z -.089 8 66 MP-1 Z -.02 4 67 MP-1 Z -.02 8 68 MP-5 Z -.035 8 69 MP-8 Z -.038 8 70 MP-6 Z -.011 4 71 MP-6 Z -.011 8 72 MP-10 Z -.023 8 73 MP-13 Z -.089 8 74 MP-11 Z -.02 4 75 MP-11 Z -.02 8 76 MP-15 Z -.035 8 Member Point Loads (BLC 4 : 45 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.102 1 2 MP-1 X -.024 2 3 MP-1 X -.024 6 4 MP-5 X -.044 1 5 MP-3 X -.028 4 6 MP-3 X -.028 4 7 MP-RRU1 X -.034 2 8 MP-RRU2 X -.045 2 9 MP-8 X -.061 1 10 MP-6 X -.017 2 11 MP-6 X -.017 6 12 MP-10 X -.034 1 13 MP-8 X -.034 4 14 MP-8 X -.034 4 15 MP-RRU3 X -.04 2 16 MP-RRU4 X -.05 2 17 MP-13 X -.144 1 18 MP-11 X -.031 2 19 MP-11 X -.031 6 20 MP-15 X -.054 1 21 MP-13 X -.021 4 22 MP-13 X -.022 4 23 MP-RRU5 X -.027 2 24 MP-RRU6 X -.04 2 RISA-3D Version 17.0.4 Page 12 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 4 : 45 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 25 MP-DC1 X -.014 1 26 MP-DC1 X -.019 2 27 MP-3 X -.102 8 28 MP-1 X -.024 4 29 MP-1 X -.024 8 30 MP-5 X -.044 8 31 MP-8 X -.061 8 32 MP-6 X -.017 4 33 MP-6 X -.017 8 34 MP-10 X -.034 8 35 MP-13 X -.144 8 36 MP-11 X -.031 4 37 MP-11 X -.031 8 38 MP-15 X -.054 8 39 MP-3 Z -.102 1 40 MP-1 Z -.024 2 41 MP-1 Z -.024 6 42 MP-5 Z -.044 1 43 MP-3 Z -.028 4 44 MP-3 Z -.028 4 45 MP-RRU1 Z -.034 2 46 MP-RRU2 Z -.045 2 47 MP-8 Z -.061 1 48 MP-6 Z -.017 2 49 MP-6 Z -.017 6 50 MP-10 Z -.034 1 51 MP-8 Z -.034 4 52 MP-8 Z -.034 4 53 MP-RRU3 Z -.04 2 54 MP-RRU4 Z -.05 2 55 MP-13 Z -.144 1 56 MP-11 Z -.031 2 57 MP-11 Z -.031 6 58 MP-15 Z -.054 1 59 MP-13 Z -.021 4 60 MP-13 Z -.022 4 61 MP-RRU5 Z -.027 2 62 MP-RRU6 Z -.04 2 63 MP-DC1 Z -.014 1 64 MP-DC1 Z -.019 2 65 MP-3 Z -.102 8 66 MP-1 Z -.024 4 67 MP-1 Z -.024 8 68 MP-5 Z -.044 8 69 MP-8 Z -.061 8 70 MP-6 Z -.017 4 71 MP-6 Z -.017 8 72 MP-10 Z -.034 8 73 MP-13 Z -.144 8 74 MP-11 Z -.031 4 75 MP-11 Z -.031 8 76 MP-15 Z -.054 8 Member Point Loads (BLC 5 : 60 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.055 1 2 MP-1 X -.014 2 3 MP-1 X -.014 6 4 MP-5 X -.027 1 5 MP-3 X -.022 4 6 MP-3 X -.022 4 7 MP-RRU1 X -.027 2 RISA-3D Version 17.0.4 Page 13 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 5 : 60 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 8 MP-RRU2 X -.034 2 9 MP-8 X -.055 1 10 MP-6 X -.014 2 11 MP-6 X -.014 6 12 MP-10 X -.027 1 13 MP-8 X -.022 4 14 MP-8 X -.022 4 15 MP-RRU3 X -.027 2 16 MP-RRU4 X -.034 2 17 MP-13 X -.106 1 18 MP-11 X -.023 2 19 MP-11 X -.023 6 20 MP-15 X -.039 1 21 MP-13 X -.014 4 22 MP-13 X -.015 4 23 MP-RRU5 X -.019 2 24 MP-RRU6 X -.027 2 25 MP-DC1 X -.01 1 26 MP-DC1 X -.013 2 27 MP-3 X -.055 8 28 MP-1 X -.014 4 29 MP-1 X -.014 8 30 MP-5 X -.027 8 31 MP-8 X -.055 8 32 MP-6 X -.014 4 33 MP-6 X -.014 8 34 MP-10 X -.027 8 35 MP-13 X -.106 8 36 MP-11 X -.023 4 37 MP-11 X -.023 8 38 MP-15 X -.039 8 39 MP-3 Z -.096 1 40 MP-1 Z -.025 2 41 MP-1 Z -.025 6 42 MP-5 Z -.047 1 43 MP-3 Z -.038 4 44 MP-3 Z -.038 4 45 MP-RRU1 Z -.046 2 46 MP-RRU2 Z -.058 2 47 MP-8 Z -.096 1 48 MP-6 Z -.025 2 49 MP-6 Z -.025 6 50 MP-10 Z -.047 1 51 MP-8 Z -.038 4 52 MP-8 Z -.038 4 53 MP-RRU3 Z -.046 2 54 MP-RRU4 Z -.058 2 55 MP-13 Z -.184 1 56 MP-11 Z -.04 2 57 MP-11 Z -.04 6 58 MP-15 Z -.068 1 59 MP-13 Z -.025 4 60 MP-13 Z -.026 4 61 MP-RRU5 Z -.032 2 62 MP-RRU6 Z -.047 2 63 MP-DC1 Z -.017 1 64 MP-DC1 Z -.023 2 65 MP-3 Z -.096 8 66 MP-1 Z -.025 4 67 MP-1 Z -.025 8 68 MP-5 Z -.047 8 69 MP-8 Z -.096 8 70 MP-6 Z -.025 4 RISA-3D Version 17.0.4 Page 14 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 5 : 60 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 71 MP-6 Z -.025 8 72 MP-10 Z -.047 8 73 MP-13 Z -.184 8 74 MP-11 Z -.04 4 75 MP-11 Z -.04 8 76 MP-15 Z -.068 8 Member Point Loads (BLC 6 : 90 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 Z -.077 1 2 MP-1 Z -.023 2 3 MP-1 Z -.023 6 4 MP-5 Z -.047 1 5 MP-3 Z -.049 4 6 MP-3 Z -.049 4 7 MP-RRU1 Z -.058 2 8 MP-RRU2 Z -.072 2 9 MP-8 Z -.179 1 10 MP-6 Z -.04 2 11 MP-6 Z -.04 6 12 MP-10 Z -.07 1 13 MP-8 Z -.034 4 14 MP-8 Z -.035 4 15 MP-RRU3 Z -.042 2 16 MP-RRU4 Z -.059 2 17 MP-13 Z -.179 1 18 MP-11 Z -.04 2 19 MP-11 Z -.04 6 20 MP-15 Z -.07 1 21 MP-13 Z -.034 4 22 MP-13 Z -.035 4 23 MP-RRU5 Z -.042 2 24 MP-RRU6 Z -.059 2 25 MP-DC1 Z -.02 1 26 MP-DC1 Z -.026 2 27 MP-3 Z -.077 8 28 MP-1 Z -.023 4 29 MP-1 Z -.023 8 30 MP-5 Z -.047 8 31 MP-8 Z -.179 8 32 MP-6 Z -.04 4 33 MP-6 Z -.04 8 34 MP-10 Z -.07 8 35 MP-13 Z -.179 8 36 MP-11 Z -.04 4 37 MP-11 Z -.04 8 38 MP-15 Z -.07 8 Member Point Loads (BLC 7 : 120 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .055 1 2 MP-1 X .014 2 3 MP-1 X .014 6 4 MP-5 X .027 1 5 MP-3 X .022 4 6 MP-3 X .022 4 7 MP-RRU1 X .027 2 8 MP-RRU2 X .034 2 9 MP-8 X .106 1 10 MP-6 X .023 2 11 MP-6 X .023 6 12 MP-10 X .039 1 RISA-3D Version 17.0.4 Page 15 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 7 : 120 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 13 MP-8 X .014 4 14 MP-8 X .015 4 15 MP-RRU3 X .019 2 16 MP-RRU4 X .027 2 17 MP-13 X .055 1 18 MP-11 X .014 2 19 MP-11 X .014 6 20 MP-15 X .027 1 21 MP-13 X .022 4 22 MP-13 X .022 4 23 MP-RRU5 X .027 2 24 MP-RRU6 X .034 2 25 MP-DC1 X .01 1 26 MP-DC1 X .013 2 27 MP-3 X .055 8 28 MP-1 X .014 4 29 MP-1 X .014 8 30 MP-5 X .027 8 31 MP-8 X .106 8 32 MP-6 X .023 4 33 MP-6 X .023 8 34 MP-10 X .039 8 35 MP-13 X .055 8 36 MP-11 X .014 4 37 MP-11 X .014 8 38 MP-15 X .027 8 39 MP-3 Z -.096 1 40 MP-1 Z -.025 2 41 MP-1 Z -.025 6 42 MP-5 Z -.047 1 43 MP-3 Z -.038 4 44 MP-3 Z -.038 4 45 MP-RRU1 Z -.046 2 46 MP-RRU2 Z -.058 2 47 MP-8 Z -.184 1 48 MP-6 Z -.04 2 49 MP-6 Z -.04 6 50 MP-10 Z -.068 1 51 MP-8 Z -.025 4 52 MP-8 Z -.026 4 53 MP-RRU3 Z -.032 2 54 MP-RRU4 Z -.047 2 55 MP-13 Z -.096 1 56 MP-11 Z -.025 2 57 MP-11 Z -.025 6 58 MP-15 Z -.047 1 59 MP-13 Z -.038 4 60 MP-13 Z -.038 4 61 MP-RRU5 Z -.046 2 62 MP-RRU6 Z -.058 2 63 MP-DC1 Z -.017 1 64 MP-DC1 Z -.023 2 65 MP-3 Z -.096 8 66 MP-1 Z -.025 4 67 MP-1 Z -.025 8 68 MP-5 Z -.047 8 69 MP-8 Z -.184 8 70 MP-6 Z -.04 4 71 MP-6 Z -.04 8 72 MP-10 Z -.068 8 73 MP-13 Z -.096 8 74 MP-11 Z -.025 4 75 MP-11 Z -.025 8 RISA-3D Version 17.0.4 Page 16 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 7 : 120 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 76 MP-15 Z -.047 8 Member Point Loads (BLC 8 : 135 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .102 1 2 MP-1 X .024 2 3 MP-1 X .024 6 4 MP-5 X .044 1 5 MP-3 X .028 4 6 MP-3 X .028 4 7 MP-RRU1 X .034 2 8 MP-RRU2 X .045 2 9 MP-8 X .144 1 10 MP-6 X .031 2 11 MP-6 X .031 6 12 MP-10 X .054 1 13 MP-8 X .021 4 14 MP-8 X .022 4 15 MP-RRU3 X .027 2 16 MP-RRU4 X .04 2 17 MP-13 X .061 1 18 MP-11 X .017 2 19 MP-11 X .017 6 20 MP-15 X .034 1 21 MP-13 X .034 4 22 MP-13 X .034 4 23 MP-RRU5 X .04 2 24 MP-RRU6 X .05 2 25 MP-DC1 X .014 1 26 MP-DC1 X .019 2 27 MP-3 X .102 8 28 MP-1 X .024 4 29 MP-1 X .024 8 30 MP-5 X .044 8 31 MP-8 X .144 8 32 MP-6 X .031 4 33 MP-6 X .031 8 34 MP-10 X .054 8 35 MP-13 X .061 8 36 MP-11 X .017 4 37 MP-11 X .017 8 38 MP-15 X .034 8 39 MP-3 Z -.102 1 40 MP-1 Z -.024 2 41 MP-1 Z -.024 6 42 MP-5 Z -.044 1 43 MP-3 Z -.028 4 44 MP-3 Z -.028 4 45 MP-RRU1 Z -.034 2 46 MP-RRU2 Z -.045 2 47 MP-8 Z -.144 1 48 MP-6 Z -.031 2 49 MP-6 Z -.031 6 50 MP-10 Z -.054 1 51 MP-8 Z -.021 4 52 MP-8 Z -.022 4 53 MP-RRU3 Z -.027 2 54 MP-RRU4 Z -.04 2 55 MP-13 Z -.061 1 56 MP-11 Z -.017 2 57 MP-11 Z -.017 6 58 MP-15 Z -.034 1 RISA-3D Version 17.0.4 Page 17 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 8 : 135 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 59 MP-13 Z -.034 4 60 MP-13 Z -.034 4 61 MP-RRU5 Z -.04 2 62 MP-RRU6 Z -.05 2 63 MP-DC1 Z -.014 1 64 MP-DC1 Z -.019 2 65 MP-3 Z -.102 8 66 MP-1 Z -.024 4 67 MP-1 Z -.024 8 68 MP-5 Z -.044 8 69 MP-8 Z -.144 8 70 MP-6 Z -.031 4 71 MP-6 Z -.031 8 72 MP-10 Z -.054 8 73 MP-13 Z -.061 8 74 MP-11 Z -.017 4 75 MP-11 Z -.017 8 76 MP-15 Z -.034 8 Member Point Loads (BLC 9 : 150 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .155 1 2 MP-1 X .035 2 3 MP-1 X .035 6 4 MP-5 X .061 1 5 MP-3 X .03 4 6 MP-3 X .03 4 7 MP-RRU1 X .037 2 8 MP-RRU2 X .051 2 9 MP-8 X .155 1 10 MP-6 X .035 2 11 MP-6 X .035 6 12 MP-10 X .061 1 13 MP-8 X .03 4 14 MP-8 X .03 4 15 MP-RRU3 X .037 2 16 MP-RRU4 X .051 2 17 MP-13 X .066 1 18 MP-11 X .02 2 19 MP-11 X .02 6 20 MP-15 X .04 1 21 MP-13 X .043 4 22 MP-13 X .043 4 23 MP-RRU5 X .051 2 24 MP-RRU6 X .062 2 25 MP-DC1 X .017 1 26 MP-DC1 X .023 2 27 MP-3 X .155 8 28 MP-1 X .035 4 29 MP-1 X .035 8 30 MP-5 X .061 8 31 MP-8 X .155 8 32 MP-6 X .035 4 33 MP-6 X .035 8 34 MP-10 X .061 8 35 MP-13 X .066 8 36 MP-11 X .02 4 37 MP-11 X .02 8 38 MP-15 X .04 8 39 MP-3 Z -.089 1 40 MP-1 Z -.02 2 41 MP-1 Z -.02 6 RISA-3D Version 17.0.4 Page 18 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 9 : 150 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 42 MP-5 Z -.035 1 43 MP-3 Z -.017 4 44 MP-3 Z -.017 4 45 MP-RRU1 Z -.021 2 46 MP-RRU2 Z -.029 2 47 MP-8 Z -.089 1 48 MP-6 Z -.02 2 49 MP-6 Z -.02 6 50 MP-10 Z -.035 1 51 MP-8 Z -.017 4 52 MP-8 Z -.017 4 53 MP-RRU3 Z -.021 2 54 MP-RRU4 Z -.029 2 55 MP-13 Z -.038 1 56 MP-11 Z -.011 2 57 MP-11 Z -.011 6 58 MP-15 Z -.023 1 59 MP-13 Z -.025 4 60 MP-13 Z -.025 4 61 MP-RRU5 Z -.029 2 62 MP-RRU6 Z -.036 2 63 MP-DC1 Z -.01 1 64 MP-DC1 Z -.013 2 65 MP-3 Z -.089 8 66 MP-1 Z -.02 4 67 MP-1 Z -.02 8 68 MP-5 Z -.035 8 69 MP-8 Z -.089 8 70 MP-6 Z -.02 4 71 MP-6 Z -.02 8 72 MP-10 Z -.035 8 73 MP-13 Z -.038 8 74 MP-11 Z -.011 4 75 MP-11 Z -.011 8 76 MP-15 Z -.023 8 Member Point Loads (BLC 10 : 180 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .213 1 2 MP-1 X .046 2 3 MP-1 X .046 6 4 MP-5 X .078 1 5 MP-3 X .029 4 6 MP-3 X .03 4 7 MP-RRU1 X .037 2 8 MP-RRU2 X .055 2 9 MP-8 X .111 1 10 MP-6 X .028 2 11 MP-6 X .028 6 12 MP-10 X .055 1 13 MP-8 X .044 4 14 MP-8 X .044 4 15 MP-RRU3 X .053 2 16 MP-RRU4 X .067 2 17 MP-13 X .111 1 18 MP-11 X .028 2 19 MP-11 X .028 6 20 MP-15 X .055 1 21 MP-13 X .044 4 22 MP-13 X .044 4 23 MP-RRU5 X .053 2 24 MP-RRU6 X .067 2 RISA-3D Version 17.0.4 Page 19 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 10 : 180 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 25 MP-DC1 X .02 1 26 MP-DC1 X .026 2 27 MP-3 X .213 8 28 MP-1 X .046 4 29 MP-1 X .046 8 30 MP-5 X .078 8 31 MP-8 X .111 8 32 MP-6 X .028 4 33 MP-6 X .028 8 34 MP-10 X .055 8 35 MP-13 X .111 8 36 MP-11 X .028 4 37 MP-11 X .028 8 38 MP-15 X .055 8 Member Point Loads (BLC 11 : 210 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .155 1 2 MP-1 X .035 2 3 MP-1 X .035 6 4 MP-5 X .061 1 5 MP-3 X .03 4 6 MP-3 X .03 4 7 MP-RRU1 X .037 2 8 MP-RRU2 X .051 2 9 MP-8 X .066 1 10 MP-6 X .02 2 11 MP-6 X .02 6 12 MP-10 X .04 1 13 MP-8 X .043 4 14 MP-8 X .043 4 15 MP-RRU3 X .051 2 16 MP-RRU4 X .062 2 17 MP-13 X .155 1 18 MP-11 X .035 2 19 MP-11 X .035 6 20 MP-15 X .061 1 21 MP-13 X .03 4 22 MP-13 X .03 4 23 MP-RRU5 X .037 2 24 MP-RRU6 X .051 2 25 MP-DC1 X .017 1 26 MP-DC1 X .023 2 27 MP-3 X .155 8 28 MP-1 X .035 4 29 MP-1 X .035 8 30 MP-5 X .061 8 31 MP-8 X .066 8 32 MP-6 X .02 4 33 MP-6 X .02 8 34 MP-10 X .04 8 35 MP-13 X .155 8 36 MP-11 X .035 4 37 MP-11 X .035 8 38 MP-15 X .061 8 39 MP-3 Z .089 1 40 MP-1 Z .02 2 41 MP-1 Z .02 6 42 MP-5 Z .035 1 43 MP-3 Z .017 4 44 MP-3 Z .017 4 45 MP-RRU1 Z .021 2 RISA-3D Version 17.0.4 Page 20 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 11 : 210 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 46 MP-RRU2 Z .029 2 47 MP-8 Z .038 1 48 MP-6 Z .011 2 49 MP-6 Z .011 6 50 MP-10 Z .023 1 51 MP-8 Z .025 4 52 MP-8 Z .025 4 53 MP-RRU3 Z .029 2 54 MP-RRU4 Z .036 2 55 MP-13 Z .089 1 56 MP-11 Z .02 2 57 MP-11 Z .02 6 58 MP-15 Z .035 1 59 MP-13 Z .017 4 60 MP-13 Z .017 4 61 MP-RRU5 Z .021 2 62 MP-RRU6 Z .029 2 63 MP-DC1 Z .01 1 64 MP-DC1 Z .013 2 65 MP-3 Z .089 8 66 MP-1 Z .02 4 67 MP-1 Z .02 8 68 MP-5 Z .035 8 69 MP-8 Z .038 8 70 MP-6 Z .011 4 71 MP-6 Z .011 8 72 MP-10 Z .023 8 73 MP-13 Z .089 8 74 MP-11 Z .02 4 75 MP-11 Z .02 8 76 MP-15 Z .035 8 Member Point Loads (BLC 12 : 225 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .102 1 2 MP-1 X .024 2 3 MP-1 X .024 6 4 MP-5 X .044 1 5 MP-3 X .028 4 6 MP-3 X .028 4 7 MP-RRU1 X .034 2 8 MP-RRU2 X .045 2 9 MP-8 X .061 1 10 MP-6 X .017 2 11 MP-6 X .017 6 12 MP-10 X .034 1 13 MP-8 X .034 4 14 MP-8 X .034 4 15 MP-RRU3 X .04 2 16 MP-RRU4 X .05 2 17 MP-13 X .144 1 18 MP-11 X .031 2 19 MP-11 X .031 6 20 MP-15 X .054 1 21 MP-13 X .021 4 22 MP-13 X .022 4 23 MP-RRU5 X .027 2 24 MP-RRU6 X .04 2 25 MP-DC1 X .014 1 26 MP-DC1 X .019 2 27 MP-3 X .102 8 28 MP-1 X .024 4 RISA-3D Version 17.0.4 Page 21 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 12 : 225 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 29 MP-1 X .024 8 30 MP-5 X .044 8 31 MP-8 X .061 8 32 MP-6 X .017 4 33 MP-6 X .017 8 34 MP-10 X .034 8 35 MP-13 X .144 8 36 MP-11 X .031 4 37 MP-11 X .031 8 38 MP-15 X .054 8 39 MP-3 Z .102 1 40 MP-1 Z .024 2 41 MP-1 Z .024 6 42 MP-5 Z .044 1 43 MP-3 Z .028 4 44 MP-3 Z .028 4 45 MP-RRU1 Z .034 2 46 MP-RRU2 Z .045 2 47 MP-8 Z .061 1 48 MP-6 Z .017 2 49 MP-6 Z .017 6 50 MP-10 Z .034 1 51 MP-8 Z .034 4 52 MP-8 Z .034 4 53 MP-RRU3 Z .04 2 54 MP-RRU4 Z .05 2 55 MP-13 Z .144 1 56 MP-11 Z .031 2 57 MP-11 Z .031 6 58 MP-15 Z .054 1 59 MP-13 Z .021 4 60 MP-13 Z .022 4 61 MP-RRU5 Z .027 2 62 MP-RRU6 Z .04 2 63 MP-DC1 Z .014 1 64 MP-DC1 Z .019 2 65 MP-3 Z .102 8 66 MP-1 Z .024 4 67 MP-1 Z .024 8 68 MP-5 Z .044 8 69 MP-8 Z .061 8 70 MP-6 Z .017 4 71 MP-6 Z .017 8 72 MP-10 Z .034 8 73 MP-13 Z .144 8 74 MP-11 Z .031 4 75 MP-11 Z .031 8 76 MP-15 Z .054 8 Member Point Loads (BLC 13 : 240 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .055 1 2 MP-1 X .014 2 3 MP-1 X .014 6 4 MP-5 X .027 1 5 MP-3 X .022 4 6 MP-3 X .022 4 7 MP-RRU1 X .027 2 8 MP-RRU2 X .034 2 9 MP-8 X .055 1 10 MP-6 X .014 2 11 MP-6 X .014 6 RISA-3D Version 17.0.4 Page 22 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 13 : 240 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 12 MP-10 X .027 1 13 MP-8 X .022 4 14 MP-8 X .022 4 15 MP-RRU3 X .027 2 16 MP-RRU4 X .034 2 17 MP-13 X .106 1 18 MP-11 X .023 2 19 MP-11 X .023 6 20 MP-15 X .039 1 21 MP-13 X .014 4 22 MP-13 X .015 4 23 MP-RRU5 X .019 2 24 MP-RRU6 X .027 2 25 MP-DC1 X .01 1 26 MP-DC1 X .013 2 27 MP-3 X .055 8 28 MP-1 X .014 4 29 MP-1 X .014 8 30 MP-5 X .027 8 31 MP-8 X .055 8 32 MP-6 X .014 4 33 MP-6 X .014 8 34 MP-10 X .027 8 35 MP-13 X .106 8 36 MP-11 X .023 4 37 MP-11 X .023 8 38 MP-15 X .039 8 39 MP-3 Z .096 1 40 MP-1 Z .025 2 41 MP-1 Z .025 6 42 MP-5 Z .047 1 43 MP-3 Z .038 4 44 MP-3 Z .038 4 45 MP-RRU1 Z .046 2 46 MP-RRU2 Z .058 2 47 MP-8 Z .096 1 48 MP-6 Z .025 2 49 MP-6 Z .025 6 50 MP-10 Z .047 1 51 MP-8 Z .038 4 52 MP-8 Z .038 4 53 MP-RRU3 Z .046 2 54 MP-RRU4 Z .058 2 55 MP-13 Z .184 1 56 MP-11 Z .04 2 57 MP-11 Z .04 6 58 MP-15 Z .068 1 59 MP-13 Z .025 4 60 MP-13 Z .026 4 61 MP-RRU5 Z .032 2 62 MP-RRU6 Z .047 2 63 MP-DC1 Z .017 1 64 MP-DC1 Z .023 2 65 MP-3 Z .096 8 66 MP-1 Z .025 4 67 MP-1 Z .025 8 68 MP-5 Z .047 8 69 MP-8 Z .096 8 70 MP-6 Z .025 4 71 MP-6 Z .025 8 72 MP-10 Z .047 8 73 MP-13 Z .184 8 74 MP-11 Z .04 4 RISA-3D Version 17.0.4 Page 23 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 13 : 240 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 75 MP-11 Z .04 8 76 MP-15 Z .068 8 Member Point Loads (BLC 14 : 270 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 Z .077 1 2 MP-1 Z .023 2 3 MP-1 Z .023 6 4 MP-5 Z .047 1 5 MP-3 Z .049 4 6 MP-3 Z .049 4 7 MP-RRU1 Z .058 2 8 MP-RRU2 Z .072 2 9 MP-8 Z .179 1 10 MP-6 Z .04 2 11 MP-6 Z .04 6 12 MP-10 Z .07 1 13 MP-8 Z .034 4 14 MP-8 Z .035 4 15 MP-RRU3 Z .042 2 16 MP-RRU4 Z .059 2 17 MP-13 Z .179 1 18 MP-11 Z .04 2 19 MP-11 Z .04 6 20 MP-15 Z .07 1 21 MP-13 Z .034 4 22 MP-13 Z .035 4 23 MP-RRU5 Z .042 2 24 MP-RRU6 Z .059 2 25 MP-DC1 Z .02 1 26 MP-DC1 Z .026 2 27 MP-3 Z .077 8 28 MP-1 Z .023 4 29 MP-1 Z .023 8 30 MP-5 Z .047 8 31 MP-8 Z .179 8 32 MP-6 Z .04 4 33 MP-6 Z .04 8 34 MP-10 Z .07 8 35 MP-13 Z .179 8 36 MP-11 Z .04 4 37 MP-11 Z .04 8 38 MP-15 Z .07 8 Member Point Loads (BLC 15 : 300 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.055 1 2 MP-1 X -.014 2 3 MP-1 X -.014 6 4 MP-5 X -.027 1 5 MP-3 X -.022 4 6 MP-3 X -.022 4 7 MP-RRU1 X -.027 2 8 MP-RRU2 X -.034 2 9 MP-8 X -.106 1 10 MP-6 X -.023 2 11 MP-6 X -.023 6 12 MP-10 X -.039 1 13 MP-8 X -.014 4 14 MP-8 X -.015 4 15 MP-RRU3 X -.019 2 16 MP-RRU4 X -.027 2 RISA-3D Version 17.0.4 Page 24 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 15 : 300 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 17 MP-13 X -.055 1 18 MP-11 X -.014 2 19 MP-11 X -.014 6 20 MP-15 X -.027 1 21 MP-13 X -.022 4 22 MP-13 X -.022 4 23 MP-RRU5 X -.027 2 24 MP-RRU6 X -.034 2 25 MP-DC1 X -.01 1 26 MP-DC1 X -.013 2 27 MP-3 X -.055 8 28 MP-1 X -.014 4 29 MP-1 X -.014 8 30 MP-5 X -.027 8 31 MP-8 X -.106 8 32 MP-6 X -.023 4 33 MP-6 X -.023 8 34 MP-10 X -.039 8 35 MP-13 X -.055 8 36 MP-11 X -.014 4 37 MP-11 X -.014 8 38 MP-15 X -.027 8 39 MP-3 Z .096 1 40 MP-1 Z .025 2 41 MP-1 Z .025 6 42 MP-5 Z .047 1 43 MP-3 Z .038 4 44 MP-3 Z .038 4 45 MP-RRU1 Z .046 2 46 MP-RRU2 Z .058 2 47 MP-8 Z .184 1 48 MP-6 Z .04 2 49 MP-6 Z .04 6 50 MP-10 Z .068 1 51 MP-8 Z .025 4 52 MP-8 Z .026 4 53 MP-RRU3 Z .032 2 54 MP-RRU4 Z .047 2 55 MP-13 Z .096 1 56 MP-11 Z .025 2 57 MP-11 Z .025 6 58 MP-15 Z .047 1 59 MP-13 Z .038 4 60 MP-13 Z .038 4 61 MP-RRU5 Z .046 2 62 MP-RRU6 Z .058 2 63 MP-DC1 Z .017 1 64 MP-DC1 Z .023 2 65 MP-3 Z .096 8 66 MP-1 Z .025 4 67 MP-1 Z .025 8 68 MP-5 Z .047 8 69 MP-8 Z .184 8 70 MP-6 Z .04 4 71 MP-6 Z .04 8 72 MP-10 Z .068 8 73 MP-13 Z .096 8 74 MP-11 Z .025 4 75 MP-11 Z .025 8 76 MP-15 Z .047 8 Member Point Loads (BLC 16 : 315 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] RISA-3D Version 17.0.4 Page 25 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 16 : 315 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.102 1 2 MP-1 X -.024 2 3 MP-1 X -.024 6 4 MP-5 X -.044 1 5 MP-3 X -.028 4 6 MP-3 X -.028 4 7 MP-RRU1 X -.034 2 8 MP-RRU2 X -.045 2 9 MP-8 X -.144 1 10 MP-6 X -.031 2 11 MP-6 X -.031 6 12 MP-10 X -.054 1 13 MP-8 X -.021 4 14 MP-8 X -.022 4 15 MP-RRU3 X -.027 2 16 MP-RRU4 X -.04 2 17 MP-13 X -.061 1 18 MP-11 X -.017 2 19 MP-11 X -.017 6 20 MP-15 X -.034 1 21 MP-13 X -.034 4 22 MP-13 X -.034 4 23 MP-RRU5 X -.04 2 24 MP-RRU6 X -.05 2 25 MP-DC1 X -.014 1 26 MP-DC1 X -.019 2 27 MP-3 X -.102 8 28 MP-1 X -.024 4 29 MP-1 X -.024 8 30 MP-5 X -.044 8 31 MP-8 X -.144 8 32 MP-6 X -.031 4 33 MP-6 X -.031 8 34 MP-10 X -.054 8 35 MP-13 X -.061 8 36 MP-11 X -.017 4 37 MP-11 X -.017 8 38 MP-15 X -.034 8 39 MP-3 Z .102 1 40 MP-1 Z .024 2 41 MP-1 Z .024 6 42 MP-5 Z .044 1 43 MP-3 Z .028 4 44 MP-3 Z .028 4 45 MP-RRU1 Z .034 2 46 MP-RRU2 Z .045 2 47 MP-8 Z .144 1 48 MP-6 Z .031 2 49 MP-6 Z .031 6 50 MP-10 Z .054 1 51 MP-8 Z .021 4 52 MP-8 Z .022 4 53 MP-RRU3 Z .027 2 54 MP-RRU4 Z .04 2 55 MP-13 Z .061 1 56 MP-11 Z .017 2 57 MP-11 Z .017 6 58 MP-15 Z .034 1 59 MP-13 Z .034 4 60 MP-13 Z .034 4 61 MP-RRU5 Z .04 2 62 MP-RRU6 Z .05 2 63 MP-DC1 Z .014 1 RISA-3D Version 17.0.4 Page 26 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 16 : 315 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 64 MP-DC1 Z .019 2 65 MP-3 Z .102 8 66 MP-1 Z .024 4 67 MP-1 Z .024 8 68 MP-5 Z .044 8 69 MP-8 Z .144 8 70 MP-6 Z .031 4 71 MP-6 Z .031 8 72 MP-10 Z .054 8 73 MP-13 Z .061 8 74 MP-11 Z .017 4 75 MP-11 Z .017 8 76 MP-15 Z .034 8 Member Point Loads (BLC 17 : 330 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.155 1 2 MP-1 X -.035 2 3 MP-1 X -.035 6 4 MP-5 X -.061 1 5 MP-3 X -.03 4 6 MP-3 X -.03 4 7 MP-RRU1 X -.037 2 8 MP-RRU2 X -.051 2 9 MP-8 X -.155 1 10 MP-6 X -.035 2 11 MP-6 X -.035 6 12 MP-10 X -.061 1 13 MP-8 X -.03 4 14 MP-8 X -.03 4 15 MP-RRU3 X -.037 2 16 MP-RRU4 X -.051 2 17 MP-13 X -.066 1 18 MP-11 X -.02 2 19 MP-11 X -.02 6 20 MP-15 X -.04 1 21 MP-13 X -.043 4 22 MP-13 X -.043 4 23 MP-RRU5 X -.051 2 24 MP-RRU6 X -.062 2 25 MP-DC1 X -.017 1 26 MP-DC1 X -.023 2 27 MP-3 X -.155 8 28 MP-1 X -.035 4 29 MP-1 X -.035 8 30 MP-5 X -.061 8 31 MP-8 X -.155 8 32 MP-6 X -.035 4 33 MP-6 X -.035 8 34 MP-10 X -.061 8 35 MP-13 X -.066 8 36 MP-11 X -.02 4 37 MP-11 X -.02 8 38 MP-15 X -.04 8 39 MP-3 Z .089 1 40 MP-1 Z .02 2 41 MP-1 Z .02 6 42 MP-5 Z .035 1 43 MP-3 Z .017 4 44 MP-3 Z .017 4 45 MP-RRU1 Z .021 2 46 MP-RRU2 Z .029 2 RISA-3D Version 17.0.4 Page 27 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 17 : 330 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 47 MP-8 Z .089 1 48 MP-6 Z .02 2 49 MP-6 Z .02 6 50 MP-10 Z .035 1 51 MP-8 Z .017 4 52 MP-8 Z .017 4 53 MP-RRU3 Z .021 2 54 MP-RRU4 Z .029 2 55 MP-13 Z .038 1 56 MP-11 Z .011 2 57 MP-11 Z .011 6 58 MP-15 Z .023 1 59 MP-13 Z .025 4 60 MP-13 Z .025 4 61 MP-RRU5 Z .029 2 62 MP-RRU6 Z .036 2 63 MP-DC1 Z .01 1 64 MP-DC1 Z .013 2 65 MP-3 Z .089 8 66 MP-1 Z .02 4 67 MP-1 Z .02 8 68 MP-5 Z .035 8 69 MP-8 Z .089 8 70 MP-6 Z .02 4 71 MP-6 Z .02 8 72 MP-10 Z .035 8 73 MP-13 Z .038 8 74 MP-11 Z .011 4 75 MP-11 Z .011 8 76 MP-15 Z .023 8 Member Point Loads (BLC 18 : Ice Weight) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 Y -.026 1 2 MP-1 Y -.009 2 3 MP-1 Y -.009 6 4 MP-5 Y -.02 1 5 MP-3 Y -.009 4 6 MP-3 Y -.009 4 7 MP-RRU1 Y -.01 2 8 MP-RRU2 Y -.013 2 9 MP-8 Y -.026 1 10 MP-6 Y -.009 2 11 MP-6 Y -.009 6 12 MP-10 Y -.02 1 13 MP-8 Y -.009 4 14 MP-8 Y -.009 4 15 MP-RRU3 Y -.01 2 16 MP-RRU4 Y -.013 2 17 MP-13 Y -.026 1 18 MP-11 Y -.009 2 19 MP-11 Y -.009 6 20 MP-15 Y -.02 1 21 MP-13 Y -.009 4 22 MP-13 Y -.009 4 23 MP-RRU5 Y -.01 2 24 MP-RRU6 Y -.013 2 25 MP-DC1 Y -.007 1 26 MP-DC1 Y -.009 2 27 MP-3 Y -.026 8 28 MP-1 Y -.009 4 29 MP-1 Y -.009 8 RISA-3D Version 17.0.4 Page 28 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 18 : Ice Weight) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 30 MP-5 Y -.02 8 31 MP-8 Y -.026 8 32 MP-6 Y -.009 4 33 MP-6 Y -.009 8 34 MP-10 Y -.02 8 35 MP-13 Y -.026 8 36 MP-11 Y -.009 4 37 MP-11 Y -.009 8 38 MP-15 Y -.02 8 Member Point Loads (BLC 19 : 0 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.05 1 2 MP-1 X -.011 2 3 MP-1 X -.011 6 4 MP-5 X -.018 1 5 MP-3 X -.012 4 6 MP-3 X -.012 4 7 MP-RRU1 X -.014 2 8 MP-RRU2 X -.017 2 9 MP-8 X -.05 1 10 MP-6 X -.011 2 11 MP-6 X -.011 6 12 MP-10 X -.018 1 13 MP-8 X -.012 4 14 MP-8 X -.012 4 15 MP-RRU3 X -.014 2 16 MP-RRU4 X -.017 2 17 MP-13 X -.05 1 18 MP-11 X -.011 2 19 MP-11 X -.011 6 20 MP-15 X -.018 1 21 MP-13 X -.012 4 22 MP-13 X -.012 4 23 MP-RRU5 X -.014 2 24 MP-RRU6 X -.017 2 25 MP-DC1 X -.005 1 26 MP-DC1 X -.006 2 27 MP-3 X -.05 8 28 MP-1 X -.011 4 29 MP-1 X -.011 8 30 MP-5 X -.018 8 31 MP-8 X -.05 8 32 MP-6 X -.011 4 33 MP-6 X -.011 8 34 MP-10 X -.018 8 35 MP-13 X -.05 8 36 MP-11 X -.011 4 37 MP-11 X -.011 8 38 MP-15 X -.018 8 Member Point Loads (BLC 20 : 30 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.036 1 2 MP-1 X -.008 2 3 MP-1 X -.008 6 4 MP-5 X -.014 1 5 MP-3 X -.007 4 6 MP-3 X -.007 4 7 MP-RRU1 X -.009 2 8 MP-RRU2 X -.012 2 9 MP-8 X -.016 1 RISA-3D Version 17.0.4 Page 29 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 20 : 30 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 10 MP-6 X -.005 2 11 MP-6 X -.005 6 12 MP-10 X -.01 1 13 MP-8 X -.01 4 14 MP-8 X -.01 4 15 MP-RRU3 X -.012 2 16 MP-RRU4 X -.015 2 17 MP-13 X -.036 1 18 MP-11 X -.008 2 19 MP-11 X -.008 6 20 MP-15 X -.014 1 21 MP-13 X -.007 4 22 MP-13 X -.007 4 23 MP-RRU5 X -.009 2 24 MP-RRU6 X -.012 2 25 MP-DC1 X -.004 1 26 MP-DC1 X -.006 2 27 MP-3 X -.036 8 28 MP-1 X -.008 4 29 MP-1 X -.008 8 30 MP-5 X -.014 8 31 MP-8 X -.016 8 32 MP-6 X -.005 4 33 MP-6 X -.005 8 34 MP-10 X -.01 8 35 MP-13 X -.036 8 36 MP-11 X -.008 4 37 MP-11 X -.008 8 38 MP-15 X -.014 8 39 MP-3 Z -.021 1 40 MP-1 Z -.005 2 41 MP-1 Z -.005 6 42 MP-5 Z -.008 1 43 MP-3 Z -.004 4 44 MP-3 Z -.004 4 45 MP-RRU1 Z -.005 2 46 MP-RRU2 Z -.007 2 47 MP-8 Z -.009 1 48 MP-6 Z -.003 2 49 MP-6 Z -.003 6 50 MP-10 Z -.006 1 51 MP-8 Z -.006 4 52 MP-8 Z -.006 4 53 MP-RRU3 Z -.007 2 54 MP-RRU4 Z -.009 2 55 MP-13 Z -.021 1 56 MP-11 Z -.005 2 57 MP-11 Z -.005 6 58 MP-15 Z -.008 1 59 MP-13 Z -.004 4 60 MP-13 Z -.004 4 61 MP-RRU5 Z -.005 2 62 MP-RRU6 Z -.007 2 63 MP-DC1 Z -.002 1 64 MP-DC1 Z -.003 2 65 MP-3 Z -.021 8 66 MP-1 Z -.005 4 67 MP-1 Z -.005 8 68 MP-5 Z -.008 8 69 MP-8 Z -.009 8 70 MP-6 Z -.003 4 71 MP-6 Z -.003 8 72 MP-10 Z -.006 8 RISA-3D Version 17.0.4 Page 30 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 20 : 30 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 73 MP-13 Z -.021 8 74 MP-11 Z -.005 4 75 MP-11 Z -.005 8 76 MP-15 Z -.008 8 Member Point Loads (BLC 21 : 45 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.024 1 2 MP-1 X -.006 2 3 MP-1 X -.006 6 4 MP-5 X -.011 1 5 MP-3 X -.007 4 6 MP-3 X -.007 4 7 MP-RRU1 X -.008 2 8 MP-RRU2 X -.011 2 9 MP-8 X -.015 1 10 MP-6 X -.004 2 11 MP-6 X -.004 6 12 MP-10 X -.008 1 13 MP-8 X -.008 4 14 MP-8 X -.008 4 15 MP-RRU3 X -.01 2 16 MP-RRU4 X -.012 2 17 MP-13 X -.034 1 18 MP-11 X -.007 2 19 MP-11 X -.007 6 20 MP-15 X -.013 1 21 MP-13 X -.005 4 22 MP-13 X -.005 4 23 MP-RRU5 X -.007 2 24 MP-RRU6 X -.01 2 25 MP-DC1 X -.003 1 26 MP-DC1 X -.004 2 27 MP-3 X -.024 8 28 MP-1 X -.006 4 29 MP-1 X -.006 8 30 MP-5 X -.011 8 31 MP-8 X -.015 8 32 MP-6 X -.004 4 33 MP-6 X -.004 8 34 MP-10 X -.008 8 35 MP-13 X -.034 8 36 MP-11 X -.007 4 37 MP-11 X -.007 8 38 MP-15 X -.013 8 39 MP-3 Z -.024 1 40 MP-1 Z -.006 2 41 MP-1 Z -.006 6 42 MP-5 Z -.011 1 43 MP-3 Z -.007 4 44 MP-3 Z -.007 4 45 MP-RRU1 Z -.008 2 46 MP-RRU2 Z -.011 2 47 MP-8 Z -.015 1 48 MP-6 Z -.004 2 49 MP-6 Z -.004 6 50 MP-10 Z -.008 1 51 MP-8 Z -.008 4 52 MP-8 Z -.008 4 53 MP-RRU3 Z -.01 2 54 MP-RRU4 Z -.012 2 55 MP-13 Z -.034 1 RISA-3D Version 17.0.4 Page 31 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 21 : 45 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 56 MP-11 Z -.007 2 57 MP-11 Z -.007 6 58 MP-15 Z -.013 1 59 MP-13 Z -.005 4 60 MP-13 Z -.005 4 61 MP-RRU5 Z -.007 2 62 MP-RRU6 Z -.01 2 63 MP-DC1 Z -.003 1 64 MP-DC1 Z -.004 2 65 MP-3 Z -.024 8 66 MP-1 Z -.006 4 67 MP-1 Z -.006 8 68 MP-5 Z -.011 8 69 MP-8 Z -.015 8 70 MP-6 Z -.004 4 71 MP-6 Z -.004 8 72 MP-10 Z -.008 8 73 MP-13 Z -.034 8 74 MP-11 Z -.007 4 75 MP-11 Z -.007 8 76 MP-15 Z -.013 8 Member Point Loads (BLC 22 : 60 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.013 1 2 MP-1 X -.003 2 3 MP-1 X -.003 6 4 MP-5 X -.007 1 5 MP-3 X -.005 4 6 MP-3 X -.005 4 7 MP-RRU1 X -.006 2 8 MP-RRU2 X -.008 2 9 MP-8 X -.013 1 10 MP-6 X -.003 2 11 MP-6 X -.003 6 12 MP-10 X -.007 1 13 MP-8 X -.005 4 14 MP-8 X -.005 4 15 MP-RRU3 X -.006 2 16 MP-RRU4 X -.008 2 17 MP-13 X -.025 1 18 MP-11 X -.005 2 19 MP-11 X -.005 6 20 MP-15 X -.009 1 21 MP-13 X -.004 4 22 MP-13 X -.004 4 23 MP-RRU5 X -.005 2 24 MP-RRU6 X -.007 2 25 MP-DC1 X -.002 1 26 MP-DC1 X -.003 2 27 MP-3 X -.013 8 28 MP-1 X -.003 4 29 MP-1 X -.003 8 30 MP-5 X -.007 8 31 MP-8 X -.013 8 32 MP-6 X -.003 4 33 MP-6 X -.003 8 34 MP-10 X -.007 8 35 MP-13 X -.025 8 36 MP-11 X -.005 4 37 MP-11 X -.005 8 38 MP-15 X -.009 8 RISA-3D Version 17.0.4 Page 32 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 22 : 60 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 39 MP-3 Z -.023 1 40 MP-1 Z -.006 2 41 MP-1 Z -.006 6 42 MP-5 Z -.011 1 43 MP-3 Z -.009 4 44 MP-3 Z -.009 4 45 MP-RRU1 Z -.011 2 46 MP-RRU2 Z -.014 2 47 MP-8 Z -.023 1 48 MP-6 Z -.006 2 49 MP-6 Z -.006 6 50 MP-10 Z -.011 1 51 MP-8 Z -.009 4 52 MP-8 Z -.009 4 53 MP-RRU3 Z -.011 2 54 MP-RRU4 Z -.014 2 55 MP-13 Z -.043 1 56 MP-11 Z -.009 2 57 MP-11 Z -.009 6 58 MP-15 Z -.016 1 59 MP-13 Z -.006 4 60 MP-13 Z -.006 4 61 MP-RRU5 Z -.008 2 62 MP-RRU6 Z -.012 2 63 MP-DC1 Z -.004 1 64 MP-DC1 Z -.006 2 65 MP-3 Z -.023 8 66 MP-1 Z -.006 4 67 MP-1 Z -.006 8 68 MP-5 Z -.011 8 69 MP-8 Z -.023 8 70 MP-6 Z -.006 4 71 MP-6 Z -.006 8 72 MP-10 Z -.011 8 73 MP-13 Z -.043 8 74 MP-11 Z -.009 4 75 MP-11 Z -.009 8 76 MP-15 Z -.016 8 Member Point Loads (BLC 23 : 90 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 Z -.019 1 2 MP-1 Z -.006 2 3 MP-1 Z -.006 6 4 MP-5 Z -.011 1 5 MP-3 Z -.007 4 6 MP-3 Z -.007 4 7 MP-RRU1 Z -.009 2 8 MP-RRU2 Z -.013 2 9 MP-8 Z -.019 1 10 MP-6 Z -.006 2 11 MP-6 Z -.006 6 12 MP-10 Z -.011 1 13 MP-8 Z -.007 4 14 MP-8 Z -.007 4 15 MP-RRU3 Z -.009 2 16 MP-RRU4 Z -.013 2 17 MP-13 Z -.019 1 18 MP-11 Z -.006 2 19 MP-11 Z -.006 6 20 MP-15 Z -.011 1 21 MP-13 Z -.007 4 RISA-3D Version 17.0.4 Page 33 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 23 : 90 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 22 MP-13 Z -.007 4 23 MP-RRU5 Z -.009 2 24 MP-RRU6 Z -.013 2 25 MP-DC1 Z -.005 1 26 MP-DC1 Z -.006 2 27 MP-3 Z -.019 8 28 MP-1 Z -.006 4 29 MP-1 Z -.006 8 30 MP-5 Z -.011 8 31 MP-8 Z -.019 8 32 MP-6 Z -.006 4 33 MP-6 Z -.006 8 34 MP-10 Z -.011 8 35 MP-13 Z -.019 8 36 MP-11 Z -.006 4 37 MP-11 Z -.006 8 38 MP-15 Z -.011 8 Member Point Loads (BLC 24 : 120 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .013 1 2 MP-1 X .003 2 3 MP-1 X .003 6 4 MP-5 X .007 1 5 MP-3 X .005 4 6 MP-3 X .005 4 7 MP-RRU1 X .006 2 8 MP-RRU2 X .008 2 9 MP-8 X .025 1 10 MP-6 X .005 2 11 MP-6 X .005 6 12 MP-10 X .009 1 13 MP-8 X .004 4 14 MP-8 X .004 4 15 MP-RRU3 X .005 2 16 MP-RRU4 X .007 2 17 MP-13 X .013 1 18 MP-11 X .003 2 19 MP-11 X .003 6 20 MP-15 X .007 1 21 MP-13 X .005 4 22 MP-13 X .005 4 23 MP-RRU5 X .006 2 24 MP-RRU6 X .008 2 25 MP-DC1 X .002 1 26 MP-DC1 X .003 2 27 MP-3 X .013 8 28 MP-1 X .003 4 29 MP-1 X .003 8 30 MP-5 X .007 8 31 MP-8 X .025 8 32 MP-6 X .005 4 33 MP-6 X .005 8 34 MP-10 X .009 8 35 MP-13 X .013 8 36 MP-11 X .003 4 37 MP-11 X .003 8 38 MP-15 X .007 8 39 MP-3 Z -.023 1 40 MP-1 Z -.006 2 41 MP-1 Z -.006 6 42 MP-5 Z -.011 1 RISA-3D Version 17.0.4 Page 34 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 24 : 120 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 43 MP-3 Z -.009 4 44 MP-3 Z -.009 4 45 MP-RRU1 Z -.011 2 46 MP-RRU2 Z -.014 2 47 MP-8 Z -.043 1 48 MP-6 Z -.009 2 49 MP-6 Z -.009 6 50 MP-10 Z -.016 1 51 MP-8 Z -.006 4 52 MP-8 Z -.006 4 53 MP-RRU3 Z -.008 2 54 MP-RRU4 Z -.012 2 55 MP-13 Z -.023 1 56 MP-11 Z -.006 2 57 MP-11 Z -.006 6 58 MP-15 Z -.011 1 59 MP-13 Z -.009 4 60 MP-13 Z -.009 4 61 MP-RRU5 Z -.011 2 62 MP-RRU6 Z -.014 2 63 MP-DC1 Z -.004 1 64 MP-DC1 Z -.006 2 65 MP-3 Z -.023 8 66 MP-1 Z -.006 4 67 MP-1 Z -.006 8 68 MP-5 Z -.011 8 69 MP-8 Z -.043 8 70 MP-6 Z -.009 4 71 MP-6 Z -.009 8 72 MP-10 Z -.016 8 73 MP-13 Z -.023 8 74 MP-11 Z -.006 4 75 MP-11 Z -.006 8 76 MP-15 Z -.011 8 Member Point Loads (BLC 25 : 135 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .024 1 2 MP-1 X .006 2 3 MP-1 X .006 6 4 MP-5 X .011 1 5 MP-3 X .007 4 6 MP-3 X .007 4 7 MP-RRU1 X .008 2 8 MP-RRU2 X .011 2 9 MP-8 X .034 1 10 MP-6 X .007 2 11 MP-6 X .007 6 12 MP-10 X .013 1 13 MP-8 X .005 4 14 MP-8 X .005 4 15 MP-RRU3 X .007 2 16 MP-RRU4 X .01 2 17 MP-13 X .015 1 18 MP-11 X .004 2 19 MP-11 X .004 6 20 MP-15 X .008 1 21 MP-13 X .008 4 22 MP-13 X .008 4 23 MP-RRU5 X .01 2 24 MP-RRU6 X .012 2 25 MP-DC1 X .003 1 RISA-3D Version 17.0.4 Page 35 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 25 : 135 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 26 MP-DC1 X .004 2 27 MP-3 X .024 8 28 MP-1 X .006 4 29 MP-1 X .006 8 30 MP-5 X .011 8 31 MP-8 X .034 8 32 MP-6 X .007 4 33 MP-6 X .007 8 34 MP-10 X .013 8 35 MP-13 X .015 8 36 MP-11 X .004 4 37 MP-11 X .004 8 38 MP-15 X .008 8 39 MP-3 Z -.024 1 40 MP-1 Z -.006 2 41 MP-1 Z -.006 6 42 MP-5 Z -.011 1 43 MP-3 Z -.007 4 44 MP-3 Z -.007 4 45 MP-RRU1 Z -.008 2 46 MP-RRU2 Z -.011 2 47 MP-8 Z -.034 1 48 MP-6 Z -.007 2 49 MP-6 Z -.007 6 50 MP-10 Z -.013 1 51 MP-8 Z -.005 4 52 MP-8 Z -.005 4 53 MP-RRU3 Z -.007 2 54 MP-RRU4 Z -.01 2 55 MP-13 Z -.015 1 56 MP-11 Z -.004 2 57 MP-11 Z -.004 6 58 MP-15 Z -.008 1 59 MP-13 Z -.008 4 60 MP-13 Z -.008 4 61 MP-RRU5 Z -.01 2 62 MP-RRU6 Z -.012 2 63 MP-DC1 Z -.003 1 64 MP-DC1 Z -.004 2 65 MP-3 Z -.024 8 66 MP-1 Z -.006 4 67 MP-1 Z -.006 8 68 MP-5 Z -.011 8 69 MP-8 Z -.034 8 70 MP-6 Z -.007 4 71 MP-6 Z -.007 8 72 MP-10 Z -.013 8 73 MP-13 Z -.015 8 74 MP-11 Z -.004 4 75 MP-11 Z -.004 8 76 MP-15 Z -.008 8 Member Point Loads (BLC 26 : 150 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .036 1 2 MP-1 X .008 2 3 MP-1 X .008 6 4 MP-5 X .014 1 5 MP-3 X .007 4 6 MP-3 X .007 4 7 MP-RRU1 X .009 2 8 MP-RRU2 X .012 2 RISA-3D Version 17.0.4 Page 36 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 26 : 150 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 9 MP-8 X .036 1 10 MP-6 X .008 2 11 MP-6 X .008 6 12 MP-10 X .014 1 13 MP-8 X .007 4 14 MP-8 X .007 4 15 MP-RRU3 X .009 2 16 MP-RRU4 X .012 2 17 MP-13 X .016 1 18 MP-11 X .005 2 19 MP-11 X .005 6 20 MP-15 X .01 1 21 MP-13 X .01 4 22 MP-13 X .01 4 23 MP-RRU5 X .012 2 24 MP-RRU6 X .015 2 25 MP-DC1 X .004 1 26 MP-DC1 X .006 2 27 MP-3 X .036 8 28 MP-1 X .008 4 29 MP-1 X .008 8 30 MP-5 X .014 8 31 MP-8 X .036 8 32 MP-6 X .008 4 33 MP-6 X .008 8 34 MP-10 X .014 8 35 MP-13 X .016 8 36 MP-11 X .005 4 37 MP-11 X .005 8 38 MP-15 X .01 8 39 MP-3 Z -.021 1 40 MP-1 Z -.005 2 41 MP-1 Z -.005 6 42 MP-5 Z -.008 1 43 MP-3 Z -.004 4 44 MP-3 Z -.004 4 45 MP-RRU1 Z -.005 2 46 MP-RRU2 Z -.007 2 47 MP-8 Z -.021 1 48 MP-6 Z -.005 2 49 MP-6 Z -.005 6 50 MP-10 Z -.008 1 51 MP-8 Z -.004 4 52 MP-8 Z -.004 4 53 MP-RRU3 Z -.005 2 54 MP-RRU4 Z -.007 2 55 MP-13 Z -.009 1 56 MP-11 Z -.003 2 57 MP-11 Z -.003 6 58 MP-15 Z -.006 1 59 MP-13 Z -.006 4 60 MP-13 Z -.006 4 61 MP-RRU5 Z -.007 2 62 MP-RRU6 Z -.009 2 63 MP-DC1 Z -.002 1 64 MP-DC1 Z -.003 2 65 MP-3 Z -.021 8 66 MP-1 Z -.005 4 67 MP-1 Z -.005 8 68 MP-5 Z -.008 8 69 MP-8 Z -.021 8 70 MP-6 Z -.005 4 71 MP-6 Z -.005 8 RISA-3D Version 17.0.4 Page 37 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 26 : 150 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 72 MP-10 Z -.008 8 73 MP-13 Z -.009 8 74 MP-11 Z -.003 4 75 MP-11 Z -.003 8 76 MP-15 Z -.006 8 Member Point Loads (BLC 27 : 180 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .05 1 2 MP-1 X .011 2 3 MP-1 X .011 6 4 MP-5 X .018 1 5 MP-3 X .012 4 6 MP-3 X .012 4 7 MP-RRU1 X .014 2 8 MP-RRU2 X .017 2 9 MP-8 X .05 1 10 MP-6 X .011 2 11 MP-6 X .011 6 12 MP-10 X .018 1 13 MP-8 X .012 4 14 MP-8 X .012 4 15 MP-RRU3 X .014 2 16 MP-RRU4 X .017 2 17 MP-13 X .05 1 18 MP-11 X .011 2 19 MP-11 X .011 6 20 MP-15 X .018 1 21 MP-13 X .012 4 22 MP-13 X .012 4 23 MP-RRU5 X .014 2 24 MP-RRU6 X .017 2 25 MP-DC1 X .005 1 26 MP-DC1 X .006 2 27 MP-3 X .05 8 28 MP-1 X .011 4 29 MP-1 X .011 8 30 MP-5 X .018 8 31 MP-8 X .05 8 32 MP-6 X .011 4 33 MP-6 X .011 8 34 MP-10 X .018 8 35 MP-13 X .05 8 36 MP-11 X .011 4 37 MP-11 X .011 8 38 MP-15 X .018 8 Member Point Loads (BLC 28 : 210 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .036 1 2 MP-1 X .008 2 3 MP-1 X .008 6 4 MP-5 X .014 1 5 MP-3 X .007 4 6 MP-3 X .007 4 7 MP-RRU1 X .009 2 8 MP-RRU2 X .012 2 9 MP-8 X .016 1 10 MP-6 X .005 2 11 MP-6 X .005 6 12 MP-10 X .01 1 13 MP-8 X .01 4 RISA-3D Version 17.0.4 Page 38 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 28 : 210 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 14 MP-8 X .01 4 15 MP-RRU3 X .012 2 16 MP-RRU4 X .015 2 17 MP-13 X .036 1 18 MP-11 X .008 2 19 MP-11 X .008 6 20 MP-15 X .014 1 21 MP-13 X .007 4 22 MP-13 X .007 4 23 MP-RRU5 X .009 2 24 MP-RRU6 X .012 2 25 MP-DC1 X .004 1 26 MP-DC1 X .006 2 27 MP-3 X .036 8 28 MP-1 X .008 4 29 MP-1 X .008 8 30 MP-5 X .014 8 31 MP-8 X .016 8 32 MP-6 X .005 4 33 MP-6 X .005 8 34 MP-10 X .01 8 35 MP-13 X .036 8 36 MP-11 X .008 4 37 MP-11 X .008 8 38 MP-15 X .014 8 39 MP-3 Z .021 1 40 MP-1 Z .005 2 41 MP-1 Z .005 6 42 MP-5 Z .008 1 43 MP-3 Z .004 4 44 MP-3 Z .004 4 45 MP-RRU1 Z .005 2 46 MP-RRU2 Z .007 2 47 MP-8 Z .009 1 48 MP-6 Z .003 2 49 MP-6 Z .003 6 50 MP-10 Z .006 1 51 MP-8 Z .006 4 52 MP-8 Z .006 4 53 MP-RRU3 Z .007 2 54 MP-RRU4 Z .009 2 55 MP-13 Z .021 1 56 MP-11 Z .005 2 57 MP-11 Z .005 6 58 MP-15 Z .008 1 59 MP-13 Z .004 4 60 MP-13 Z .004 4 61 MP-RRU5 Z .005 2 62 MP-RRU6 Z .007 2 63 MP-DC1 Z .002 1 64 MP-DC1 Z .003 2 65 MP-3 Z .021 8 66 MP-1 Z .005 4 67 MP-1 Z .005 8 68 MP-5 Z .008 8 69 MP-8 Z .009 8 70 MP-6 Z .003 4 71 MP-6 Z .003 8 72 MP-10 Z .006 8 73 MP-13 Z .021 8 74 MP-11 Z .005 4 75 MP-11 Z .005 8 76 MP-15 Z .008 8 RISA-3D Version 17.0.4 Page 39 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 29 : 225 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .024 1 2 MP-1 X .006 2 3 MP-1 X .006 6 4 MP-5 X .011 1 5 MP-3 X .007 4 6 MP-3 X .007 4 7 MP-RRU1 X .008 2 8 MP-RRU2 X .011 2 9 MP-8 X .015 1 10 MP-6 X .004 2 11 MP-6 X .004 6 12 MP-10 X .008 1 13 MP-8 X .008 4 14 MP-8 X .008 4 15 MP-RRU3 X .01 2 16 MP-RRU4 X .012 2 17 MP-13 X .034 1 18 MP-11 X .007 2 19 MP-11 X .007 6 20 MP-15 X .013 1 21 MP-13 X .005 4 22 MP-13 X .005 4 23 MP-RRU5 X .007 2 24 MP-RRU6 X .01 2 25 MP-DC1 X .003 1 26 MP-DC1 X .004 2 27 MP-3 X .024 8 28 MP-1 X .006 4 29 MP-1 X .006 8 30 MP-5 X .011 8 31 MP-8 X .015 8 32 MP-6 X .004 4 33 MP-6 X .004 8 34 MP-10 X .008 8 35 MP-13 X .034 8 36 MP-11 X .007 4 37 MP-11 X .007 8 38 MP-15 X .013 8 39 MP-3 Z .024 1 40 MP-1 Z .006 2 41 MP-1 Z .006 6 42 MP-5 Z .011 1 43 MP-3 Z .007 4 44 MP-3 Z .007 4 45 MP-RRU1 Z .008 2 46 MP-RRU2 Z .011 2 47 MP-8 Z .015 1 48 MP-6 Z .004 2 49 MP-6 Z .004 6 50 MP-10 Z .008 1 51 MP-8 Z .008 4 52 MP-8 Z .008 4 53 MP-RRU3 Z .01 2 54 MP-RRU4 Z .012 2 55 MP-13 Z .034 1 56 MP-11 Z .007 2 57 MP-11 Z .007 6 58 MP-15 Z .013 1 59 MP-13 Z .005 4 60 MP-13 Z .005 4 61 MP-RRU5 Z .007 2 62 MP-RRU6 Z .01 2 63 MP-DC1 Z .003 1 RISA-3D Version 17.0.4 Page 40 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 29 : 225 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 64 MP-DC1 Z .004 2 65 MP-3 Z .024 8 66 MP-1 Z .006 4 67 MP-1 Z .006 8 68 MP-5 Z .011 8 69 MP-8 Z .015 8 70 MP-6 Z .004 4 71 MP-6 Z .004 8 72 MP-10 Z .008 8 73 MP-13 Z .034 8 74 MP-11 Z .007 4 75 MP-11 Z .007 8 76 MP-15 Z .013 8 Member Point Loads (BLC 30 : 240 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X .013 1 2 MP-1 X .003 2 3 MP-1 X .003 6 4 MP-5 X .007 1 5 MP-3 X .005 4 6 MP-3 X .005 4 7 MP-RRU1 X .006 2 8 MP-RRU2 X .008 2 9 MP-8 X .013 1 10 MP-6 X .003 2 11 MP-6 X .003 6 12 MP-10 X .007 1 13 MP-8 X .005 4 14 MP-8 X .005 4 15 MP-RRU3 X .006 2 16 MP-RRU4 X .008 2 17 MP-13 X .025 1 18 MP-11 X .005 2 19 MP-11 X .005 6 20 MP-15 X .009 1 21 MP-13 X .004 4 22 MP-13 X .004 4 23 MP-RRU5 X .005 2 24 MP-RRU6 X .007 2 25 MP-DC1 X .002 1 26 MP-DC1 X .003 2 27 MP-3 X .013 8 28 MP-1 X .003 4 29 MP-1 X .003 8 30 MP-5 X .007 8 31 MP-8 X .013 8 32 MP-6 X .003 4 33 MP-6 X .003 8 34 MP-10 X .007 8 35 MP-13 X .025 8 36 MP-11 X .005 4 37 MP-11 X .005 8 38 MP-15 X .009 8 39 MP-3 Z .023 1 40 MP-1 Z .006 2 41 MP-1 Z .006 6 42 MP-5 Z .011 1 43 MP-3 Z .009 4 44 MP-3 Z .009 4 45 MP-RRU1 Z .011 2 46 MP-RRU2 Z .014 2 RISA-3D Version 17.0.4 Page 41 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 30 : 240 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 47 MP-8 Z .023 1 48 MP-6 Z .006 2 49 MP-6 Z .006 6 50 MP-10 Z .011 1 51 MP-8 Z .009 4 52 MP-8 Z .009 4 53 MP-RRU3 Z .011 2 54 MP-RRU4 Z .014 2 55 MP-13 Z .043 1 56 MP-11 Z .009 2 57 MP-11 Z .009 6 58 MP-15 Z .016 1 59 MP-13 Z .006 4 60 MP-13 Z .006 4 61 MP-RRU5 Z .008 2 62 MP-RRU6 Z .012 2 63 MP-DC1 Z .004 1 64 MP-DC1 Z .006 2 65 MP-3 Z .023 8 66 MP-1 Z .006 4 67 MP-1 Z .006 8 68 MP-5 Z .011 8 69 MP-8 Z .023 8 70 MP-6 Z .006 4 71 MP-6 Z .006 8 72 MP-10 Z .011 8 73 MP-13 Z .043 8 74 MP-11 Z .009 4 75 MP-11 Z .009 8 76 MP-15 Z .016 8 Member Point Loads (BLC 31 : 270 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 Z .019 1 2 MP-1 Z .006 2 3 MP-1 Z .006 6 4 MP-5 Z .011 1 5 MP-3 Z .007 4 6 MP-3 Z .007 4 7 MP-RRU1 Z .009 2 8 MP-RRU2 Z .013 2 9 MP-8 Z .019 1 10 MP-6 Z .006 2 11 MP-6 Z .006 6 12 MP-10 Z .011 1 13 MP-8 Z .007 4 14 MP-8 Z .007 4 15 MP-RRU3 Z .009 2 16 MP-RRU4 Z .013 2 17 MP-13 Z .019 1 18 MP-11 Z .006 2 19 MP-11 Z .006 6 20 MP-15 Z .011 1 21 MP-13 Z .007 4 22 MP-13 Z .007 4 23 MP-RRU5 Z .009 2 24 MP-RRU6 Z .013 2 25 MP-DC1 Z .005 1 26 MP-DC1 Z .006 2 27 MP-3 Z .019 8 28 MP-1 Z .006 4 29 MP-1 Z .006 8 RISA-3D Version 17.0.4 Page 42 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 31 : 270 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 30 MP-5 Z .011 8 31 MP-8 Z .019 8 32 MP-6 Z .006 4 33 MP-6 Z .006 8 34 MP-10 Z .011 8 35 MP-13 Z .019 8 36 MP-11 Z .006 4 37 MP-11 Z .006 8 38 MP-15 Z .011 8 Member Point Loads (BLC 32 : 300 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.013 1 2 MP-1 X -.003 2 3 MP-1 X -.003 6 4 MP-5 X -.007 1 5 MP-3 X -.005 4 6 MP-3 X -.005 4 7 MP-RRU1 X -.006 2 8 MP-RRU2 X -.008 2 9 MP-8 X -.025 1 10 MP-6 X -.005 2 11 MP-6 X -.005 6 12 MP-10 X -.009 1 13 MP-8 X -.004 4 14 MP-8 X -.004 4 15 MP-RRU3 X -.005 2 16 MP-RRU4 X -.007 2 17 MP-13 X -.013 1 18 MP-11 X -.003 2 19 MP-11 X -.003 6 20 MP-15 X -.007 1 21 MP-13 X -.005 4 22 MP-13 X -.005 4 23 MP-RRU5 X -.006 2 24 MP-RRU6 X -.008 2 25 MP-DC1 X -.002 1 26 MP-DC1 X -.003 2 27 MP-3 X -.013 8 28 MP-1 X -.003 4 29 MP-1 X -.003 8 30 MP-5 X -.007 8 31 MP-8 X -.025 8 32 MP-6 X -.005 4 33 MP-6 X -.005 8 34 MP-10 X -.009 8 35 MP-13 X -.013 8 36 MP-11 X -.003 4 37 MP-11 X -.003 8 38 MP-15 X -.007 8 39 MP-3 Z .023 1 40 MP-1 Z .006 2 41 MP-1 Z .006 6 42 MP-5 Z .011 1 43 MP-3 Z .009 4 44 MP-3 Z .009 4 45 MP-RRU1 Z .011 2 46 MP-RRU2 Z .014 2 47 MP-8 Z .043 1 48 MP-6 Z .009 2 49 MP-6 Z .009 6 50 MP-10 Z .016 1 RISA-3D Version 17.0.4 Page 43 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 32 : 300 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 51 MP-8 Z .006 4 52 MP-8 Z .006 4 53 MP-RRU3 Z .008 2 54 MP-RRU4 Z .012 2 55 MP-13 Z .023 1 56 MP-11 Z .006 2 57 MP-11 Z .006 6 58 MP-15 Z .011 1 59 MP-13 Z .009 4 60 MP-13 Z .009 4 61 MP-RRU5 Z .011 2 62 MP-RRU6 Z .014 2 63 MP-DC1 Z .004 1 64 MP-DC1 Z .006 2 65 MP-3 Z .023 8 66 MP-1 Z .006 4 67 MP-1 Z .006 8 68 MP-5 Z .011 8 69 MP-8 Z .043 8 70 MP-6 Z .009 4 71 MP-6 Z .009 8 72 MP-10 Z .016 8 73 MP-13 Z .023 8 74 MP-11 Z .006 4 75 MP-11 Z .006 8 76 MP-15 Z .011 8 Member Point Loads (BLC 33 : 315 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.024 1 2 MP-1 X -.006 2 3 MP-1 X -.006 6 4 MP-5 X -.011 1 5 MP-3 X -.007 4 6 MP-3 X -.007 4 7 MP-RRU1 X -.008 2 8 MP-RRU2 X -.011 2 9 MP-8 X -.034 1 10 MP-6 X -.007 2 11 MP-6 X -.007 6 12 MP-10 X -.013 1 13 MP-8 X -.005 4 14 MP-8 X -.005 4 15 MP-RRU3 X -.007 2 16 MP-RRU4 X -.01 2 17 MP-13 X -.015 1 18 MP-11 X -.004 2 19 MP-11 X -.004 6 20 MP-15 X -.008 1 21 MP-13 X -.008 4 22 MP-13 X -.008 4 23 MP-RRU5 X -.01 2 24 MP-RRU6 X -.012 2 25 MP-DC1 X -.003 1 26 MP-DC1 X -.004 2 27 MP-3 X -.024 8 28 MP-1 X -.006 4 29 MP-1 X -.006 8 30 MP-5 X -.011 8 31 MP-8 X -.034 8 32 MP-6 X -.007 4 33 MP-6 X -.007 8 RISA-3D Version 17.0.4 Page 44 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 33 : 315 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 34 MP-10 X -.013 8 35 MP-13 X -.015 8 36 MP-11 X -.004 4 37 MP-11 X -.004 8 38 MP-15 X -.008 8 39 MP-3 Z .024 1 40 MP-1 Z .006 2 41 MP-1 Z .006 6 42 MP-5 Z .011 1 43 MP-3 Z .007 4 44 MP-3 Z .007 4 45 MP-RRU1 Z .008 2 46 MP-RRU2 Z .011 2 47 MP-8 Z .034 1 48 MP-6 Z .007 2 49 MP-6 Z .007 6 50 MP-10 Z .013 1 51 MP-8 Z .005 4 52 MP-8 Z .005 4 53 MP-RRU3 Z .007 2 54 MP-RRU4 Z .01 2 55 MP-13 Z .015 1 56 MP-11 Z .004 2 57 MP-11 Z .004 6 58 MP-15 Z .008 1 59 MP-13 Z .008 4 60 MP-13 Z .008 4 61 MP-RRU5 Z .01 2 62 MP-RRU6 Z .012 2 63 MP-DC1 Z .003 1 64 MP-DC1 Z .004 2 65 MP-3 Z .024 8 66 MP-1 Z .006 4 67 MP-1 Z .006 8 68 MP-5 Z .011 8 69 MP-8 Z .034 8 70 MP-6 Z .007 4 71 MP-6 Z .007 8 72 MP-10 Z .013 8 73 MP-13 Z .015 8 74 MP-11 Z .004 4 75 MP-11 Z .004 8 76 MP-15 Z .008 8 Member Point Loads (BLC 34 : 330 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.036 1 2 MP-1 X -.008 2 3 MP-1 X -.008 6 4 MP-5 X -.014 1 5 MP-3 X -.007 4 6 MP-3 X -.007 4 7 MP-RRU1 X -.009 2 8 MP-RRU2 X -.012 2 9 MP-8 X -.036 1 10 MP-6 X -.008 2 11 MP-6 X -.008 6 12 MP-10 X -.014 1 13 MP-8 X -.007 4 14 MP-8 X -.007 4 15 MP-RRU3 X -.009 2 16 MP-RRU4 X -.012 2 RISA-3D Version 17.0.4 Page 45 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 34 : 330 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 17 MP-13 X -.016 1 18 MP-11 X -.005 2 19 MP-11 X -.005 6 20 MP-15 X -.01 1 21 MP-13 X -.01 4 22 MP-13 X -.01 4 23 MP-RRU5 X -.012 2 24 MP-RRU6 X -.015 2 25 MP-DC1 X -.004 1 26 MP-DC1 X -.006 2 27 MP-3 X -.036 8 28 MP-1 X -.008 4 29 MP-1 X -.008 8 30 MP-5 X -.014 8 31 MP-8 X -.036 8 32 MP-6 X -.008 4 33 MP-6 X -.008 8 34 MP-10 X -.014 8 35 MP-13 X -.016 8 36 MP-11 X -.005 4 37 MP-11 X -.005 8 38 MP-15 X -.01 8 39 MP-3 Z .021 1 40 MP-1 Z .005 2 41 MP-1 Z .005 6 42 MP-5 Z .008 1 43 MP-3 Z .004 4 44 MP-3 Z .004 4 45 MP-RRU1 Z .005 2 46 MP-RRU2 Z .007 2 47 MP-8 Z .021 1 48 MP-6 Z .005 2 49 MP-6 Z .005 6 50 MP-10 Z .008 1 51 MP-8 Z .004 4 52 MP-8 Z .004 4 53 MP-RRU3 Z .005 2 54 MP-RRU4 Z .007 2 55 MP-13 Z .009 1 56 MP-11 Z .003 2 57 MP-11 Z .003 6 58 MP-15 Z .006 1 59 MP-13 Z .006 4 60 MP-13 Z .006 4 61 MP-RRU5 Z .007 2 62 MP-RRU6 Z .009 2 63 MP-DC1 Z .002 1 64 MP-DC1 Z .003 2 65 MP-3 Z .021 8 66 MP-1 Z .005 4 67 MP-1 Z .005 8 68 MP-5 Z .008 8 69 MP-8 Z .021 8 70 MP-6 Z .005 4 71 MP-6 Z .005 8 72 MP-10 Z .008 8 73 MP-13 Z .009 8 74 MP-11 Z .003 4 75 MP-11 Z .003 8 76 MP-15 Z .006 8 Member Point Loads (BLC 37 : Seismic Load X) Member Label Direction Magnitude[k,k-ft]Location[ft,%] RISA-3D Version 17.0.4 Page 46 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 37 : Seismic Load X) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 X -.072 1 2 MP-1 X -.05 2 3 MP-1 X -.05 6 4 MP-5 X -.04 1 5 MP-3 X -.101 4 6 MP-3 X -.051 4 7 MP-RRU1 X -.057 2 8 MP-RRU2 X -.07 2 9 MP-8 X -.072 1 10 MP-6 X -.05 2 11 MP-6 X -.05 6 12 MP-10 X -.04 1 13 MP-8 X -.101 4 14 MP-8 X -.051 4 15 MP-RRU3 X -.057 2 16 MP-RRU4 X -.07 2 17 MP-13 X -.072 1 18 MP-11 X -.05 2 19 MP-11 X -.05 6 20 MP-15 X -.04 1 21 MP-13 X -.101 4 22 MP-13 X -.051 4 23 MP-RRU5 X -.057 2 24 MP-RRU6 X -.07 2 25 MP-DC1 X -.019 1 26 MP-DC1 X -.018 2 27 MP-3 X -.072 8 28 MP-1 X -.05 4 29 MP-1 X -.05 8 30 MP-5 X -.04 8 31 MP-8 X -.072 8 32 MP-6 X -.05 4 33 MP-6 X -.05 8 34 MP-10 X -.04 8 35 MP-13 X -.072 8 36 MP-11 X -.05 4 37 MP-11 X -.05 8 38 MP-15 X -.04 8 Member Point Loads (BLC 38 : Seismic Load Z) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 MP-3 Z -.072 1 2 MP-1 Z -.05 2 3 MP-1 Z -.05 6 4 MP-5 Z -.04 1 5 MP-3 Z -.101 4 6 MP-3 Z -.051 4 7 MP-RRU1 Z -.057 2 8 MP-RRU2 Z -.07 2 9 MP-8 Z -.072 1 10 MP-6 Z -.05 2 11 MP-6 Z -.05 6 12 MP-10 Z -.04 1 13 MP-8 Z -.101 4 14 MP-8 Z -.051 4 15 MP-RRU3 Z -.057 2 16 MP-RRU4 Z -.07 2 17 MP-13 Z -.072 1 18 MP-11 Z -.05 2 19 MP-11 Z -.05 6 20 MP-15 Z -.04 1 21 MP-13 Z -.101 4 RISA-3D Version 17.0.4 Page 47 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Point Loads (BLC 38 : Seismic Load Z) (Continued) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 22 MP-13 Z -.051 4 23 MP-RRU5 Z -.057 2 24 MP-RRU6 Z -.07 2 25 MP-DC1 Z -.019 1 26 MP-DC1 Z -.018 2 27 MP-3 Z -.072 8 28 MP-1 Z -.05 4 29 MP-1 Z -.05 8 30 MP-5 Z -.04 8 31 MP-8 Z -.072 8 32 MP-6 Z -.05 4 33 MP-6 Z -.05 8 34 MP-10 Z -.04 8 35 MP-13 Z -.072 8 36 MP-11 Z -.05 4 37 MP-11 Z -.05 8 38 MP-15 Z -.04 8 Member Distributed Loads (BLC 2 : 0 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 1 FFTH X -.012 -.012 0 %100 2 SF1-TH X -.006 -.006 0 %100 3 SF2-TH X -.006 -.006 0 %100 4 FFTH-2 X -.012 -.012 0 %100 5 SF1-TH-2 X -.005 -.005 0 %100 6 SF2-TH-2 X -.005 -.005 0 %100 7 CA1 X -.004 -.004 0 %100 8 CA2 X -.004 -.004 0 %100 9 CA3 X -.009 -.009 0 %100 10 CA1-1 X -.004 -.004 0 %100 11 CA2-1 X -.004 -.004 0 %100 12 CA3-1 X -.008 -.008 0 %100 13 M61 X -.01 -.01 0 %100 14 M62 X -.01 -.01 0 %100 15 M63 X -.01 -.01 0 %100 16 M64 X -.01 -.01 0 %100 17 M65 X -.01 -.01 0 %100 18 M66 X -.01 -.01 0 %100 19 GSI-1 X -.002 -.002 0 %100 20 GSI-2 X -.002 -.002 0 %100 21 GSI-3 X -.005 -.005 0 %100 22 GSI-4 X -.003 -.003 0 %100 23 GSI-5 X -.003 -.003 0 %100 24 GSI-6 X -.005 -.005 0 %100 25 MP-1 X -.005 -.005 0 %100 26 MP-4 X -.005 -.005 0 %100 27 MP-2 X -.005 -.005 0 %100 28 MP-3 X -.005 -.005 0 %100 29 MP-5 X -.005 -.005 0 %100 30 MP-11 X -.005 -.005 0 %100 31 MP-14 X -.005 -.005 0 %100 32 MP-12 X -.005 -.005 0 %100 33 MP-13 X -.005 -.005 0 %100 34 MP-15 X -.005 -.005 0 %100 35 MP-6 X -.005 -.005 0 %100 36 MP-9 X -.005 -.005 0 %100 37 MP-7 X -.005 -.005 0 %100 38 MP-8 X -.005 -.005 0 %100 39 MP-10 X -.005 -.005 0 %100 40 MP-DC1 X -.005 -.005 0 %100 41 SRC-3 X -.006 -.006 0 %100 RISA-3D Version 17.0.4 Page 48 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 2 : 0 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 42 SRC-2 X -.003 -.003 0 %100 43 SRC-1 X -.003 -.003 0 %100 44 SA-1 X -.009 -.009 0 %100 45 SA-2 X 0 0 0 %100 46 SA-3 X -.009 -.009 0 %100 47 SA-4 X -.008 -.008 0 %100 48 SA-5 X 0 0 0 %100 49 SA-6 X -.008 -.008 0 %100 50 FF-SR X -.005 -.005 0 %100 51 SF1-SR X -.003 -.003 0 %100 52 SF2-SR X -.003 -.003 0 %100 53 MP-RRU1 X -.005 -.005 0 %100 54 MP-RRU2 X -.005 -.005 0 %100 55 MP-RRU5 X -.005 -.005 0 %100 56 MP-RRU6 X -.005 -.005 0 %100 57 MP-RRU3 X -.005 -.005 0 %100 58 MP-RRU4 X -.005 -.005 0 %100 Member Distributed Loads (BLC 3 : 30 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 1 FFTH X -.009 -.009 0 %100 2 SF1-TH X -.008 -.008 0 %100 3 SF2-TH X 0 0 0 %100 4 FFTH-2 X -.009 -.009 0 %100 5 SF1-TH-2 X -.008 -.008 0 %100 6 SF2-TH-2 X 0 0 0 %100 7 CA1 X 0 0 0 %100 8 CA2 X -.006 -.006 0 %100 9 CA3 X -.007 -.007 0 %100 10 CA1-1 X 0 0 0 %100 11 CA2-1 X -.005 -.005 0 %100 12 CA3-1 X -.006 -.006 0 %100 13 M61 X -.009 -.009 0 %100 14 M62 X -.009 -.009 0 %100 15 M63 X -.009 -.009 0 %100 16 M64 X -.009 -.009 0 %100 17 M65 X -.009 -.009 0 %100 18 M66 X -.009 -.009 0 %100 19 GSI-1 X 0 0 0 %100 20 GSI-2 X -.004 -.004 0 %100 21 GSI-3 X -.004 -.004 0 %100 22 GSI-4 X 0 0 0 %100 23 GSI-5 X -.004 -.004 0 %100 24 GSI-6 X -.004 -.004 0 %100 25 MP-1 X -.005 -.005 0 %100 26 MP-4 X -.005 -.005 0 %100 27 MP-2 X -.005 -.005 0 %100 28 MP-3 X -.005 -.005 0 %100 29 MP-5 X -.005 -.005 0 %100 30 MP-11 X -.005 -.005 0 %100 31 MP-14 X -.005 -.005 0 %100 32 MP-12 X -.005 -.005 0 %100 33 MP-13 X -.005 -.005 0 %100 34 MP-15 X -.005 -.005 0 %100 35 MP-6 X -.005 -.005 0 %100 36 MP-9 X -.005 -.005 0 %100 37 MP-7 X -.005 -.005 0 %100 38 MP-8 X -.005 -.005 0 %100 39 MP-10 X -.005 -.005 0 %100 40 MP-DC1 X -.004 -.004 0 %100 41 SRC-3 X -.005 -.005 0 %100 42 SRC-2 X -.004 -.004 0 %100 RISA-3D Version 17.0.4 Page 49 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 3 : 30 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 43 SRC-1 X 0 0 0 %100 44 SA-1 X -.009 -.009 0 %100 45 SA-2 X -.003 -.003 0 %100 46 SA-3 X -.005 -.005 0 %100 47 SA-4 X -.008 -.008 0 %100 48 SA-5 X -.003 -.003 0 %100 49 SA-6 X -.004 -.004 0 %100 50 FF-SR X -.004 -.004 0 %100 51 SF1-SR X -.004 -.004 0 %100 52 SF2-SR X 0 0 0 %100 53 MP-RRU1 X -.004 -.004 0 %100 54 MP-RRU2 X -.004 -.004 0 %100 55 MP-RRU5 X -.004 -.004 0 %100 56 MP-RRU6 X -.004 -.004 0 %100 57 MP-RRU3 X -.004 -.004 0 %100 58 MP-RRU4 X -.004 -.004 0 %100 59 FFTH Z -.005 -.005 0 %100 60 SF1-TH Z -.005 -.005 0 %100 61 SF2-TH Z 0 0 0 %100 62 FFTH-2 Z -.005 -.005 0 %100 63 SF1-TH-2 Z -.005 -.005 0 %100 64 SF2-TH-2 Z 0 0 0 %100 65 CA1 Z 0 0 0 %100 66 CA2 Z -.004 -.004 0 %100 67 CA3 Z -.004 -.004 0 %100 68 CA1-1 Z 0 0 0 %100 69 CA2-1 Z -.003 -.003 0 %100 70 CA3-1 Z -.003 -.003 0 %100 71 M61 Z -.005 -.005 0 %100 72 M62 Z -.005 -.005 0 %100 73 M63 Z -.005 -.005 0 %100 74 M64 Z -.005 -.005 0 %100 75 M65 Z -.005 -.005 0 %100 76 M66 Z -.005 -.005 0 %100 77 GSI-1 Z 0 0 0 %100 78 GSI-2 Z -.002 -.002 0 %100 79 GSI-3 Z -.002 -.002 0 %100 80 GSI-4 Z 0 0 0 %100 81 GSI-5 Z -.002 -.002 0 %100 82 GSI-6 Z -.002 -.002 0 %100 83 MP-1 Z -.003 -.003 0 %100 84 MP-4 Z -.003 -.003 0 %100 85 MP-2 Z -.003 -.003 0 %100 86 MP-3 Z -.003 -.003 0 %100 87 MP-5 Z -.003 -.003 0 %100 88 MP-11 Z -.003 -.003 0 %100 89 MP-14 Z -.003 -.003 0 %100 90 MP-12 Z -.003 -.003 0 %100 91 MP-13 Z -.003 -.003 0 %100 92 MP-15 Z -.003 -.003 0 %100 93 MP-6 Z -.003 -.003 0 %100 94 MP-9 Z -.003 -.003 0 %100 95 MP-7 Z -.003 -.003 0 %100 96 MP-8 Z -.003 -.003 0 %100 97 MP-10 Z -.003 -.003 0 %100 98 MP-DC1 Z -.002 -.002 0 %100 99 SRC-3 Z -.003 -.003 0 %100 100 SRC-2 Z -.003 -.003 0 %100 101 SRC-1 Z 0 0 0 %100 102 SA-1 Z -.005 -.005 0 %100 103 SA-2 Z -.002 -.002 0 %100 104 SA-3 Z -.002 -.002 0 %100 105 SA-4 Z -.004 -.004 0 %100 RISA-3D Version 17.0.4 Page 50 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 3 : 30 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 106 SA-5 Z -.003 -.003 0 %100 107 SA-6 Z -.002 -.002 0 %100 108 FF-SR Z -.002 -.002 0 %100 109 SF1-SR Z -.002 -.002 0 %100 110 SF2-SR Z 0 0 0 %100 111 MP-RRU1 Z -.002 -.002 0 %100 112 MP-RRU2 Z -.002 -.002 0 %100 113 MP-RRU5 Z -.002 -.002 0 %100 114 MP-RRU6 Z -.002 -.002 0 %100 115 MP-RRU3 Z -.002 -.002 0 %100 116 MP-RRU4 Z -.002 -.002 0 %100 Member Distributed Loads (BLC 4 : 45 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... 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End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 49 SA-6 X -.002 -.002 0 %100 50 FF-SR X -.003 -.003 0 %100 51 SF1-SR X -.004 -.004 0 %100 52 SF2-SR X -.001 -.001 0 %100 53 MP-RRU1 X -.004 -.004 0 %100 54 MP-RRU2 X -.004 -.004 0 %100 55 MP-RRU5 X -.004 -.004 0 %100 56 MP-RRU6 X -.004 -.004 0 %100 57 MP-RRU3 X -.004 -.004 0 %100 58 MP-RRU4 X -.004 -.004 0 %100 59 FFTH Z -.006 -.006 0 %100 60 SF1-TH Z -.008 -.008 0 %100 61 SF2-TH Z -.002 -.002 0 %100 62 FFTH-2 Z -.006 -.006 0 %100 63 SF1-TH-2 Z -.008 -.008 0 %100 64 SF2-TH-2 Z -.002 -.002 0 %100 65 CA1 Z -.002 -.002 0 %100 66 CA2 Z -.006 -.006 0 %100 67 CA3 Z -.005 -.005 0 %100 68 CA1-1 Z -.001 -.001 0 %100 69 CA2-1 Z -.005 -.005 0 %100 70 CA3-1 Z -.004 -.004 0 %100 71 M61 Z -.007 -.007 0 %100 72 M62 Z -.007 -.007 0 %100 73 M63 Z -.007 -.007 0 %100 74 M64 Z -.007 -.007 0 %100 75 M65 Z -.007 -.007 0 %100 76 M66 Z -.007 -.007 0 %100 77 GSI-1 Z -.000962 -.000962 0 %100 78 GSI-2 Z -.004 -.004 0 %100 79 GSI-3 Z -.003 -.003 0 %100 80 GSI-4 Z -.000962 -.000962 0 %100 81 GSI-5 Z -.004 -.004 0 %100 82 GSI-6 Z -.003 -.003 0 %100 83 MP-1 Z -.004 -.004 0 %100 84 MP-4 Z -.004 -.004 0 %100 85 MP-2 Z -.004 -.004 0 %100 86 MP-3 Z -.004 -.004 0 %100 87 MP-5 Z -.004 -.004 0 %100 88 MP-11 Z -.004 -.004 0 %100 89 MP-14 Z -.004 -.004 0 %100 90 MP-12 Z -.004 -.004 0 %100 91 MP-13 Z -.004 -.004 0 %100 92 MP-15 Z -.004 -.004 0 %100 93 MP-6 Z -.004 -.004 0 %100 94 MP-9 Z -.004 -.004 0 %100 95 MP-7 Z -.004 -.004 0 %100 96 MP-8 Z -.004 -.004 0 %100 97 MP-10 Z -.004 -.004 0 %100 98 MP-DC1 Z -.004 -.004 0 %100 99 SRC-3 Z -.003 -.003 0 %100 100 SRC-2 Z -.004 -.004 0 %100 101 SRC-1 Z -.001 -.001 0 %100 102 SA-1 Z -.006 -.006 0 %100 103 SA-2 Z -.005 -.005 0 %100 104 SA-3 Z -.002 -.002 0 %100 105 SA-4 Z -.006 -.006 0 %100 106 SA-5 Z -.006 -.006 0 %100 107 SA-6 Z -.002 -.002 0 %100 108 FF-SR Z -.003 -.003 0 %100 109 SF1-SR Z -.004 -.004 0 %100 110 SF2-SR Z -.001 -.001 0 %100 111 MP-RRU1 Z -.004 -.004 0 %100 RISA-3D Version 17.0.4 Page 52 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 4 : 45 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 112 MP-RRU2 Z -.004 -.004 0 %100 113 MP-RRU5 Z -.004 -.004 0 %100 114 MP-RRU6 Z -.004 -.004 0 %100 115 MP-RRU3 Z -.004 -.004 0 %100 116 MP-RRU4 Z -.004 -.004 0 %100 Member Distributed Loads (BLC 5 : 60 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... 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End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 1 FFTH X .003 .003 0 %100 RISA-3D Version 17.0.4 Page 55 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 7 : 120 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 2 SF1-TH X .003 .003 0 %100 3 SF2-TH X .006 .006 0 %100 4 FFTH-2 X .003 .003 0 %100 5 SF1-TH-2 X .003 .003 0 %100 6 SF2-TH-2 X .005 .005 0 %100 7 CA1 X .004 .004 0 %100 8 CA2 X .002 .002 0 %100 9 CA3 X .002 .002 0 %100 10 CA1-1 X .004 .004 0 %100 11 CA2-1 X .002 .002 0 %100 12 CA3-1 X .002 .002 0 %100 13 M61 X .005 .005 0 %100 14 M62 X .005 .005 0 %100 15 M63 X .005 .005 0 %100 16 M64 X .005 .005 0 %100 17 M65 X .005 .005 0 %100 18 M66 X .005 .005 0 %100 19 GSI-1 X .002 .002 0 %100 20 GSI-2 X .001 .001 0 %100 21 GSI-3 X .001 .001 0 %100 22 GSI-4 X .003 .003 0 %100 23 GSI-5 X .001 .001 0 %100 24 GSI-6 X .001 .001 0 %100 25 MP-1 X .003 .003 0 %100 26 MP-4 X .003 .003 0 %100 27 MP-2 X .003 .003 0 %100 28 MP-3 X .003 .003 0 %100 29 MP-5 X .003 .003 0 %100 30 MP-11 X .003 .003 0 %100 31 MP-14 X .003 .003 0 %100 32 MP-12 X .003 .003 0 %100 33 MP-13 X .003 .003 0 %100 34 MP-15 X .003 .003 0 %100 35 MP-6 X .003 .003 0 %100 36 MP-9 X .003 .003 0 %100 37 MP-7 X .003 .003 0 %100 38 MP-8 X .003 .003 0 %100 39 MP-10 X .003 .003 0 %100 40 MP-DC1 X .002 .002 0 %100 41 SRC-3 X .002 .002 0 %100 42 SRC-2 X .001 .001 0 %100 43 SRC-1 X .003 .003 0 %100 44 SA-1 X 0 0 0 %100 45 SA-2 X .003 .003 0 %100 46 SA-3 X .005 .005 0 %100 47 SA-4 X 0 0 0 %100 48 SA-5 X .003 .003 0 %100 49 SA-6 X .004 .004 0 %100 50 FF-SR X .001 .001 0 %100 51 SF1-SR X .001 .001 0 %100 52 SF2-SR X .003 .003 0 %100 53 MP-RRU1 X .002 .002 0 %100 54 MP-RRU2 X .002 .002 0 %100 55 MP-RRU5 X .002 .002 0 %100 56 MP-RRU6 X .002 .002 0 %100 57 MP-RRU3 X .002 .002 0 %100 58 MP-RRU4 X .002 .002 0 %100 59 FFTH Z -.005 -.005 0 %100 60 SF1-TH Z -.005 -.005 0 %100 61 SF2-TH Z -.01 -.01 0 %100 62 FFTH-2 Z -.005 -.005 0 %100 63 SF1-TH-2 Z -.005 -.005 0 %100 64 SF2-TH-2 Z -.01 -.01 0 %100 RISA-3D Version 17.0.4 Page 56 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 7 : 120 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... 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End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 90 MP-12 Z .004 .004 0 %100 91 MP-13 Z .004 .004 0 %100 92 MP-15 Z .004 .004 0 %100 93 MP-6 Z .004 .004 0 %100 94 MP-9 Z .004 .004 0 %100 95 MP-7 Z .004 .004 0 %100 96 MP-8 Z .004 .004 0 %100 97 MP-10 Z .004 .004 0 %100 98 MP-DC1 Z .004 .004 0 %100 99 SRC-3 Z .003 .003 0 %100 100 SRC-2 Z .004 .004 0 %100 101 SRC-1 Z .001 .001 0 %100 102 SA-1 Z .006 .006 0 %100 103 SA-2 Z .005 .005 0 %100 104 SA-3 Z .002 .002 0 %100 105 SA-4 Z .006 .006 0 %100 106 SA-5 Z .006 .006 0 %100 107 SA-6 Z .002 .002 0 %100 108 FF-SR Z .003 .003 0 %100 109 SF1-SR Z .004 .004 0 %100 110 SF2-SR Z .001 .001 0 %100 111 MP-RRU1 Z .004 .004 0 %100 112 MP-RRU2 Z .004 .004 0 %100 113 MP-RRU5 Z .004 .004 0 %100 114 MP-RRU6 Z .004 .004 0 %100 115 MP-RRU3 Z .004 .004 0 %100 116 MP-RRU4 Z .004 .004 0 %100 Member Distributed Loads (BLC 13 : 240 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 1 FFTH X .003 .003 0 %100 2 SF1-TH X .006 .006 0 %100 3 SF2-TH X .003 .003 0 %100 4 FFTH-2 X .003 .003 0 %100 5 SF1-TH-2 X .005 .005 0 %100 6 SF2-TH-2 X .003 .003 0 %100 7 CA1 X .002 .002 0 %100 8 CA2 X .004 .004 0 %100 9 CA3 X .002 .002 0 %100 10 CA1-1 X .002 .002 0 %100 11 CA2-1 X .004 .004 0 %100 12 CA3-1 X .002 .002 0 %100 13 M61 X .005 .005 0 %100 14 M62 X .005 .005 0 %100 15 M63 X .005 .005 0 %100 16 M64 X .005 .005 0 %100 17 M65 X .005 .005 0 %100 18 M66 X .005 .005 0 %100 19 GSI-1 X .001 .001 0 %100 20 GSI-2 X .002 .002 0 %100 21 GSI-3 X .001 .001 0 %100 22 GSI-4 X .001 .001 0 %100 23 GSI-5 X .003 .003 0 %100 24 GSI-6 X .001 .001 0 %100 25 MP-1 X .003 .003 0 %100 26 MP-4 X .003 .003 0 %100 27 MP-2 X .003 .003 0 %100 28 MP-3 X .003 .003 0 %100 29 MP-5 X .003 .003 0 %100 30 MP-11 X .003 .003 0 %100 31 MP-14 X .003 .003 0 %100 32 MP-12 X .003 .003 0 %100 RISA-3D Version 17.0.4 Page 66 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 13 : 240 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 33 MP-13 X .003 .003 0 %100 34 MP-15 X .003 .003 0 %100 35 MP-6 X .003 .003 0 %100 36 MP-9 X .003 .003 0 %100 37 MP-7 X .003 .003 0 %100 38 MP-8 X .003 .003 0 %100 39 MP-10 X .003 .003 0 %100 40 MP-DC1 X .002 .002 0 %100 41 SRC-3 X .002 .002 0 %100 42 SRC-2 X .003 .003 0 %100 43 SRC-1 X .001 .001 0 %100 44 SA-1 X .005 .005 0 %100 45 SA-2 X .003 .003 0 %100 46 SA-3 X 0 0 0 %100 47 SA-4 X .004 .004 0 %100 48 SA-5 X .003 .003 0 %100 49 SA-6 X 0 0 0 %100 50 FF-SR X .001 .001 0 %100 51 SF1-SR X .003 .003 0 %100 52 SF2-SR X .001 .001 0 %100 53 MP-RRU1 X .002 .002 0 %100 54 MP-RRU2 X .002 .002 0 %100 55 MP-RRU5 X .002 .002 0 %100 56 MP-RRU6 X .002 .002 0 %100 57 MP-RRU3 X .002 .002 0 %100 58 MP-RRU4 X .002 .002 0 %100 59 FFTH Z .005 .005 0 %100 60 SF1-TH Z .01 .01 0 %100 61 SF2-TH Z .005 .005 0 %100 62 FFTH-2 Z .005 .005 0 %100 63 SF1-TH-2 Z .01 .01 0 %100 64 SF2-TH-2 Z .005 .005 0 %100 65 CA1 Z .004 .004 0 %100 66 CA2 Z .008 .008 0 %100 67 CA3 Z .004 .004 0 %100 68 CA1-1 Z .003 .003 0 %100 69 CA2-1 Z .007 .007 0 %100 70 CA3-1 Z .003 .003 0 %100 71 M61 Z .009 .009 0 %100 72 M62 Z .009 .009 0 %100 73 M63 Z .009 .009 0 %100 74 M64 Z .009 .009 0 %100 75 M65 Z .009 .009 0 %100 76 M66 Z .009 .009 0 %100 77 GSI-1 Z .002 .002 0 %100 78 GSI-2 Z .005 .005 0 %100 79 GSI-3 Z .002 .002 0 %100 80 GSI-4 Z .002 .002 0 %100 81 GSI-5 Z .005 .005 0 %100 82 GSI-6 Z .002 .002 0 %100 83 MP-1 Z .005 .005 0 %100 84 MP-4 Z .005 .005 0 %100 85 MP-2 Z .005 .005 0 %100 86 MP-3 Z .005 .005 0 %100 87 MP-5 Z .005 .005 0 %100 88 MP-11 Z .005 .005 0 %100 89 MP-14 Z .005 .005 0 %100 90 MP-12 Z .005 .005 0 %100 91 MP-13 Z .005 .005 0 %100 92 MP-15 Z .005 .005 0 %100 93 MP-6 Z .005 .005 0 %100 94 MP-9 Z .005 .005 0 %100 95 MP-7 Z .005 .005 0 %100 RISA-3D Version 17.0.4 Page 67 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 13 : 240 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 96 MP-8 Z .005 .005 0 %100 97 MP-10 Z .005 .005 0 %100 98 MP-DC1 Z .004 .004 0 %100 99 SRC-3 Z .003 .003 0 %100 100 SRC-2 Z .005 .005 0 %100 101 SRC-1 Z .003 .003 0 %100 102 SA-1 Z .007 .007 0 %100 103 SA-2 Z .007 .007 0 %100 104 SA-3 Z 0 0 0 %100 105 SA-4 Z .006 .006 0 %100 106 SA-5 Z .008 .008 0 %100 107 SA-6 Z 0 0 0 %100 108 FF-SR Z .002 .002 0 %100 109 SF1-SR Z .005 .005 0 %100 110 SF2-SR Z .002 .002 0 %100 111 MP-RRU1 Z .004 .004 0 %100 112 MP-RRU2 Z .004 .004 0 %100 113 MP-RRU5 Z .004 .004 0 %100 114 MP-RRU6 Z .004 .004 0 %100 115 MP-RRU3 Z .004 .004 0 %100 116 MP-RRU4 Z .004 .004 0 %100 Member Distributed Loads (BLC 14 : 270 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 1 FFTH Z 0 0 0 %100 2 SF1-TH Z .01 .01 0 %100 3 SF2-TH Z .01 .01 0 %100 4 FFTH-2 Z 0 0 0 %100 5 SF1-TH-2 Z .01 .01 0 %100 6 SF2-TH-2 Z .01 .01 0 %100 7 CA1 Z .008 .008 0 %100 8 CA2 Z .008 .008 0 %100 9 CA3 Z 0 0 0 %100 10 CA1-1 Z .007 .007 0 %100 11 CA2-1 Z .007 .007 0 %100 12 CA3-1 Z 0 0 0 %100 13 M61 Z .01 .01 0 %100 14 M62 Z .01 .01 0 %100 15 M63 Z .01 .01 0 %100 16 M64 Z .01 .01 0 %100 17 M65 Z .01 .01 0 %100 18 M66 Z .01 .01 0 %100 19 GSI-1 Z .005 .005 0 %100 20 GSI-2 Z .005 .005 0 %100 21 GSI-3 Z 0 0 0 %100 22 GSI-4 Z .005 .005 0 %100 23 GSI-5 Z .005 .005 0 %100 24 GSI-6 Z 0 0 0 %100 25 MP-1 Z .005 .005 0 %100 26 MP-4 Z .005 .005 0 %100 27 MP-2 Z .005 .005 0 %100 28 MP-3 Z .005 .005 0 %100 29 MP-5 Z .005 .005 0 %100 30 MP-11 Z .005 .005 0 %100 31 MP-14 Z .005 .005 0 %100 32 MP-12 Z .005 .005 0 %100 33 MP-13 Z .005 .005 0 %100 34 MP-15 Z .005 .005 0 %100 35 MP-6 Z .005 .005 0 %100 36 MP-9 Z .005 .005 0 %100 37 MP-7 Z .005 .005 0 %100 38 MP-8 Z .005 .005 0 %100 RISA-3D Version 17.0.4 Page 68 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 14 : 270 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 39 MP-10 Z .005 .005 0 %100 40 MP-DC1 Z .005 .005 0 %100 41 SRC-3 Z 0 0 0 %100 42 SRC-2 Z .005 .005 0 %100 43 SRC-1 Z .005 .005 0 %100 44 SA-1 Z .005 .005 0 %100 45 SA-2 Z .009 .009 0 %100 46 SA-3 Z .005 .005 0 %100 47 SA-4 Z .004 .004 0 %100 48 SA-5 Z .011 .011 0 %100 49 SA-6 Z .004 .004 0 %100 50 FF-SR Z 0 0 0 %100 51 SF1-SR Z .005 .005 0 %100 52 SF2-SR Z .005 .005 0 %100 53 MP-RRU1 Z .005 .005 0 %100 54 MP-RRU2 Z .005 .005 0 %100 55 MP-RRU5 Z .005 .005 0 %100 56 MP-RRU6 Z .005 .005 0 %100 57 MP-RRU3 Z .005 .005 0 %100 58 MP-RRU4 Z .005 .005 0 %100 Member Distributed Loads (BLC 15 : 300 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... 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End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 40 MP-DC1 X -.002 -.002 0 %100 41 SRC-3 X -.002 -.002 0 %100 42 SRC-2 X -.001 -.001 0 %100 43 SRC-1 X -.003 -.003 0 %100 44 SA-1 X 0 0 0 %100 45 SA-2 X -.003 -.003 0 %100 46 SA-3 X -.005 -.005 0 %100 47 SA-4 X 0 0 0 %100 48 SA-5 X -.003 -.003 0 %100 49 SA-6 X -.004 -.004 0 %100 50 FF-SR X -.001 -.001 0 %100 51 SF1-SR X -.001 -.001 0 %100 52 SF2-SR X -.003 -.003 0 %100 53 MP-RRU1 X -.002 -.002 0 %100 54 MP-RRU2 X -.002 -.002 0 %100 55 MP-RRU5 X -.002 -.002 0 %100 56 MP-RRU6 X -.002 -.002 0 %100 57 MP-RRU3 X -.002 -.002 0 %100 58 MP-RRU4 X -.002 -.002 0 %100 59 FFTH Z .005 .005 0 %100 60 SF1-TH Z .005 .005 0 %100 61 SF2-TH Z .01 .01 0 %100 62 FFTH-2 Z .005 .005 0 %100 63 SF1-TH-2 Z .005 .005 0 %100 64 SF2-TH-2 Z .01 .01 0 %100 65 CA1 Z .008 .008 0 %100 66 CA2 Z .004 .004 0 %100 67 CA3 Z .004 .004 0 %100 68 CA1-1 Z .007 .007 0 %100 69 CA2-1 Z .003 .003 0 %100 70 CA3-1 Z .003 .003 0 %100 71 M61 Z .009 .009 0 %100 72 M62 Z .009 .009 0 %100 73 M63 Z .009 .009 0 %100 74 M64 Z .009 .009 0 %100 75 M65 Z .009 .009 0 %100 76 M66 Z .009 .009 0 %100 77 GSI-1 Z .005 .005 0 %100 78 GSI-2 Z .002 .002 0 %100 79 GSI-3 Z .002 .002 0 %100 80 GSI-4 Z .005 .005 0 %100 81 GSI-5 Z .002 .002 0 %100 82 GSI-6 Z .002 .002 0 %100 83 MP-1 Z .005 .005 0 %100 84 MP-4 Z .005 .005 0 %100 85 MP-2 Z .005 .005 0 %100 86 MP-3 Z .005 .005 0 %100 87 MP-5 Z .005 .005 0 %100 88 MP-11 Z .005 .005 0 %100 89 MP-14 Z .005 .005 0 %100 90 MP-12 Z .005 .005 0 %100 91 MP-13 Z .005 .005 0 %100 92 MP-15 Z .005 .005 0 %100 93 MP-6 Z .005 .005 0 %100 94 MP-9 Z .005 .005 0 %100 95 MP-7 Z .005 .005 0 %100 96 MP-8 Z .005 .005 0 %100 97 MP-10 Z .005 .005 0 %100 98 MP-DC1 Z .004 .004 0 %100 99 SRC-3 Z .003 .003 0 %100 100 SRC-2 Z .003 .003 0 %100 101 SRC-1 Z .005 .005 0 %100 102 SA-1 Z 0 0 0 %100 RISA-3D Version 17.0.4 Page 70 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 15 : 300 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 103 SA-2 Z .007 .007 0 %100 104 SA-3 Z .007 .007 0 %100 105 SA-4 Z 0 0 0 %100 106 SA-5 Z .008 .008 0 %100 107 SA-6 Z .006 .006 0 %100 108 FF-SR Z .002 .002 0 %100 109 SF1-SR Z .002 .002 0 %100 110 SF2-SR Z .005 .005 0 %100 111 MP-RRU1 Z .004 .004 0 %100 112 MP-RRU2 Z .004 .004 0 %100 113 MP-RRU5 Z .004 .004 0 %100 114 MP-RRU6 Z .004 .004 0 %100 115 MP-RRU3 Z .004 .004 0 %100 116 MP-RRU4 Z .004 .004 0 %100 Member Distributed Loads (BLC 16 : 315 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 1 FFTH X -.006 -.006 0 %100 2 SF1-TH X -.002 -.002 0 %100 3 SF2-TH X -.008 -.008 0 %100 4 FFTH-2 X -.006 -.006 0 %100 5 SF1-TH-2 X -.002 -.002 0 %100 6 SF2-TH-2 X -.007 -.007 0 %100 7 CA1 X -.005 -.005 0 %100 8 CA2 X -.001 -.001 0 %100 9 CA3 X -.005 -.005 0 %100 10 CA1-1 X -.005 -.005 0 %100 11 CA2-1 X -.001 -.001 0 %100 12 CA3-1 X -.004 -.004 0 %100 13 M61 X -.007 -.007 0 %100 14 M62 X -.007 -.007 0 %100 15 M63 X -.007 -.007 0 %100 16 M64 X -.007 -.007 0 %100 17 M65 X -.007 -.007 0 %100 18 M66 X -.007 -.007 0 %100 19 GSI-1 X -.003 -.003 0 %100 20 GSI-2 X -.00088 -.00088 0 %100 21 GSI-3 X -.003 -.003 0 %100 22 GSI-4 X -.004 -.004 0 %100 23 GSI-5 X -.000962 -.000962 0 %100 24 GSI-6 X -.003 -.003 0 %100 25 MP-1 X -.004 -.004 0 %100 26 MP-4 X -.004 -.004 0 %100 27 MP-2 X -.004 -.004 0 %100 28 MP-3 X -.004 -.004 0 %100 29 MP-5 X -.004 -.004 0 %100 30 MP-11 X -.004 -.004 0 %100 31 MP-14 X -.004 -.004 0 %100 32 MP-12 X -.004 -.004 0 %100 33 MP-13 X -.004 -.004 0 %100 34 MP-15 X -.004 -.004 0 %100 35 MP-6 X -.004 -.004 0 %100 36 MP-9 X -.004 -.004 0 %100 37 MP-7 X -.004 -.004 0 %100 38 MP-8 X -.004 -.004 0 %100 39 MP-10 X -.004 -.004 0 %100 40 MP-DC1 X -.004 -.004 0 %100 41 SRC-3 X -.003 -.003 0 %100 42 SRC-2 X -.001 -.001 0 %100 43 SRC-1 X -.004 -.004 0 %100 44 SA-1 X -.002 -.002 0 %100 45 SA-2 X -.004 -.004 0 %100 RISA-3D Version 17.0.4 Page 71 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 16 : 315 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... 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End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 38 MP-8 X .001 .001 0 %100 39 MP-10 X .001 .001 0 %100 40 MP-DC1 X .001 .001 0 %100 41 SRC-3 X .002 .002 0 %100 42 SRC-2 X .002 .002 0 %100 43 SRC-1 X .002 .002 0 %100 44 SA-1 X .003 .003 0 %100 45 SA-2 X .002 .002 0 %100 46 SA-3 X .003 .003 0 %100 47 SA-4 X .002 .002 0 %100 48 SA-5 X .002 .002 0 %100 49 SA-6 X .002 .002 0 %100 50 FF-SR X .002 .002 0 %100 51 SF1-SR X .002 .002 0 %100 52 SF2-SR X .002 .002 0 %100 53 MP-RRU1 X .001 .001 0 %100 54 MP-RRU2 X .001 .001 0 %100 55 MP-RRU5 X .001 .001 0 %100 56 MP-RRU6 X .001 .001 0 %100 57 MP-RRU3 X .001 .001 0 %100 58 MP-RRU4 X .001 .001 0 %100 Member Distributed Loads (BLC 28 : 210 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... 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End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 57 MP-RRU3 Z .001 .001 0 %100 58 MP-RRU4 Z .001 .001 0 %100 Member Distributed Loads (BLC 32 : 300 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... 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End Magnitude[k/ft,F... 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End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] RISA-3D Version 17.0.4 Page 98 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 33 : 315 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... 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End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 64 SF2-TH-2 Z .002 .002 0 %100 65 CA1 Z .002 .002 0 %100 66 CA2 Z .000424 .000424 0 %100 67 CA3 Z .001 .001 0 %100 68 CA1-1 Z .001 .001 0 %100 69 CA2-1 Z .000377 .000377 0 %100 70 CA3-1 Z .000951 .000951 0 %100 71 M61 Z .002 .002 0 %100 72 M62 Z .002 .002 0 %100 73 M63 Z .002 .002 0 %100 74 M64 Z .002 .002 0 %100 75 M65 Z .002 .002 0 %100 76 M66 Z .002 .002 0 %100 77 GSI-1 Z .001 .001 0 %100 78 GSI-2 Z .000306 .000306 0 %100 79 GSI-3 Z .000752 .000752 0 %100 80 GSI-4 Z .001 .001 0 %100 81 GSI-5 Z .000305 .000305 0 %100 82 GSI-6 Z .000749 .000749 0 %100 83 MP-1 Z .001 .001 0 %100 84 MP-4 Z .001 .001 0 %100 85 MP-2 Z .001 .001 0 %100 86 MP-3 Z .001 .001 0 %100 87 MP-5 Z .001 .001 0 %100 88 MP-11 Z .001 .001 0 %100 89 MP-14 Z .001 .001 0 %100 90 MP-12 Z .001 .001 0 %100 91 MP-13 Z .001 .001 0 %100 92 MP-15 Z .001 .001 0 %100 93 MP-6 Z .001 .001 0 %100 94 MP-9 Z .001 .001 0 %100 95 MP-7 Z .001 .001 0 %100 96 MP-8 Z .001 .001 0 %100 97 MP-10 Z .001 .001 0 %100 98 MP-DC1 Z .000918 .000918 0 %100 99 SRC-3 Z .000809 .000809 0 %100 100 SRC-2 Z .000322 .000322 0 %100 101 SRC-1 Z .001 .001 0 %100 102 SA-1 Z .000449 .000449 0 %100 103 SA-2 Z .001 .001 0 %100 104 SA-3 Z .002 .002 0 %100 105 SA-4 Z .000401 .000401 0 %100 106 SA-5 Z .001 .001 0 %100 107 SA-6 Z .001 .001 0 %100 108 FF-SR Z .000684 .000684 0 %100 109 SF1-SR Z .000278 .000278 0 %100 110 SF2-SR Z .001 .001 0 %100 111 MP-RRU1 Z .000918 .000918 0 %100 112 MP-RRU2 Z .000918 .000918 0 %100 113 MP-RRU5 Z .000918 .000918 0 %100 114 MP-RRU6 Z .000918 .000918 0 %100 115 MP-RRU3 Z .000918 .000918 0 %100 116 MP-RRU4 Z .000918 .000918 0 %100 Member Distributed Loads (BLC 34 : 330 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 1 FFTH X -.002 -.002 0 %100 2 SF1-TH X 0 0 0 %100 3 SF2-TH X -.002 -.002 0 %100 4 FFTH-2 X -.002 -.002 0 %100 5 SF1-TH-2 X 0 0 0 %100 6 SF2-TH-2 X -.002 -.002 0 %100 RISA-3D Version 17.0.4 Page 100 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 34 : 330 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 7 CA1 X -.002 -.002 0 %100 8 CA2 X 0 0 0 %100 9 CA3 X -.002 -.002 0 %100 10 CA1-1 X -.001 -.001 0 %100 11 CA2-1 X 0 0 0 %100 12 CA3-1 X -.002 -.002 0 %100 13 M61 X -.002 -.002 0 %100 14 M62 X -.002 -.002 0 %100 15 M63 X -.002 -.002 0 %100 16 M64 X -.002 -.002 0 %100 17 M65 X -.002 -.002 0 %100 18 M66 X -.002 -.002 0 %100 19 GSI-1 X -.001 -.001 0 %100 20 GSI-2 X 0 0 0 %100 21 GSI-3 X -.001 -.001 0 %100 22 GSI-4 X -.001 -.001 0 %100 23 GSI-5 X 0 0 0 %100 24 GSI-6 X -.001 -.001 0 %100 25 MP-1 X -.001 -.001 0 %100 26 MP-4 X -.001 -.001 0 %100 27 MP-2 X -.001 -.001 0 %100 28 MP-3 X -.001 -.001 0 %100 29 MP-5 X -.001 -.001 0 %100 30 MP-11 X -.001 -.001 0 %100 31 MP-14 X -.001 -.001 0 %100 32 MP-12 X -.001 -.001 0 %100 33 MP-13 X -.001 -.001 0 %100 34 MP-15 X -.001 -.001 0 %100 35 MP-6 X -.001 -.001 0 %100 36 MP-9 X -.001 -.001 0 %100 37 MP-7 X -.001 -.001 0 %100 38 MP-8 X -.001 -.001 0 %100 39 MP-10 X -.001 -.001 0 %100 40 MP-DC1 X -.001 -.001 0 %100 41 SRC-3 X -.001 -.001 0 %100 42 SRC-2 X 0 0 0 %100 43 SRC-1 X -.001 -.001 0 %100 44 SA-1 X -.001 -.001 0 %100 45 SA-2 X -.000932 -.000932 0 %100 46 SA-3 X -.002 -.002 0 %100 47 SA-4 X -.001 -.001 0 %100 48 SA-5 X -.00092 -.00092 0 %100 49 SA-6 X -.002 -.002 0 %100 50 FF-SR X -.001 -.001 0 %100 51 SF1-SR X 0 0 0 %100 52 SF2-SR X -.001 -.001 0 %100 53 MP-RRU1 X -.001 -.001 0 %100 54 MP-RRU2 X -.001 -.001 0 %100 55 MP-RRU5 X -.001 -.001 0 %100 56 MP-RRU6 X -.001 -.001 0 %100 57 MP-RRU3 X -.001 -.001 0 %100 58 MP-RRU4 X -.001 -.001 0 %100 59 FFTH Z .001 .001 0 %100 60 SF1-TH Z 0 0 0 %100 61 SF2-TH Z .001 .001 0 %100 62 FFTH-2 Z .001 .001 0 %100 63 SF1-TH-2 Z 0 0 0 %100 64 SF2-TH-2 Z .001 .001 0 %100 65 CA1 Z .001 .001 0 %100 66 CA2 Z 0 0 0 %100 67 CA3 Z .000932 .000932 0 %100 68 CA1-1 Z .000893 .000893 0 %100 69 CA2-1 Z 0 0 0 %100 RISA-3D Version 17.0.4 Page 101 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 34 : 330 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 70 CA3-1 Z .000823 .000823 0 %100 71 M61 Z .001 .001 0 %100 72 M62 Z .001 .001 0 %100 73 M63 Z .001 .001 0 %100 74 M64 Z .001 .001 0 %100 75 M65 Z .001 .001 0 %100 76 M66 Z .001 .001 0 %100 77 GSI-1 Z .000723 .000723 0 %100 78 GSI-2 Z 0 0 0 %100 79 GSI-3 Z .000651 .000651 0 %100 80 GSI-4 Z .000721 .000721 0 %100 81 GSI-5 Z 0 0 0 %100 82 GSI-6 Z .000649 .000649 0 %100 83 MP-1 Z .000762 .000762 0 %100 84 MP-4 Z .000763 .000763 0 %100 85 MP-2 Z .000762 .000762 0 %100 86 MP-3 Z .000762 .000762 0 %100 87 MP-5 Z .000762 .000762 0 %100 88 MP-11 Z .000762 .000762 0 %100 89 MP-14 Z .000763 .000763 0 %100 90 MP-12 Z .000762 .000762 0 %100 91 MP-13 Z .000762 .000762 0 %100 92 MP-15 Z .000762 .000762 0 %100 93 MP-6 Z .000762 .000762 0 %100 94 MP-9 Z .000763 .000763 0 %100 95 MP-7 Z .000762 .000762 0 %100 96 MP-8 Z .000762 .000762 0 %100 97 MP-10 Z .000762 .000762 0 %100 98 MP-DC1 Z .000649 .000649 0 %100 99 SRC-3 Z .000701 .000701 0 %100 100 SRC-2 Z 0 0 0 %100 101 SRC-1 Z .000761 .000761 0 %100 102 SA-1 Z .000613 .000613 0 %100 103 SA-2 Z .000605 .000605 0 %100 104 SA-3 Z .001 .001 0 %100 105 SA-4 Z .000548 .000548 0 %100 106 SA-5 Z .000712 .000712 0 %100 107 SA-6 Z .001 .001 0 %100 108 FF-SR Z .000593 .000593 0 %100 109 SF1-SR Z 0 0 0 %100 110 SF2-SR Z .000659 .000659 0 %100 111 MP-RRU1 Z .000649 .000649 0 %100 112 MP-RRU2 Z .000649 .000649 0 %100 113 MP-RRU5 Z .000649 .000649 0 %100 114 MP-RRU6 Z .000649 .000649 0 %100 115 MP-RRU3 Z .000649 .000649 0 %100 116 MP-RRU4 Z .000649 .000649 0 %100 Member Distributed Loads (BLC 39 : BLC 1 Transient Area Loads) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 1 FFTH Y -.009 -.004 0 2.4 2 FFTH Y -.004 -.003 2.4 4.8 3 FFTH Y -.003 -.003 4.8 7.2 4 FFTH Y -.003 -.004 7.2 9.6 5 FFTH Y -.004 -.009 9.6 12 6 FFTH-2 Y -.006 -.007 0 2 7 FFTH-2 Y -.007 -.007 2 4 8 FFTH-2 Y -.007 -.007 4 6 9 FFTH-2 Y -.007 -.007 6 8 10 FFTH-2 Y -.007 -.006 8 10 11 GSI-1 Y -.003 -.003 2.725 4.542 12 GSI-2 Y -.003 -.003 0 1.817 RISA-3D Version 17.0.4 Page 102 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 39 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 13 GSI-4 Y -.011 -.011 4.871 5.915 14 GSI-4 Y -.011 -.012 5.915 6.958 15 GSI-5 Y -.012 -.011 0 1.044 16 GSI-5 Y -.011 -.011 1.044 2.087 17 SA-2 Y -.012 -.012 .875 1.875 18 CA2 Y -.004 -.004 .118 3.085 19 CA2-1 Y -.004 -.004 0 .805 20 CA2-1 Y -.004 -.004 .805 1.61 21 GSI-2 Y -.000469 -.006 .454 1.181 22 GSI-2 Y -.006 -.005 1.181 1.907 23 GSI-2 Y -.005 -.005 1.907 2.634 24 GSI-2 Y -.005 -.006 2.634 3.361 25 GSI-2 Y -.006 -.000469 3.361 4.088 26 SA-3 Y -.004 -.006 2.198 3.297 27 SA-3 Y -.006 -.008 3.297 4.396 28 SF2-TH Y -.007 -.004 0 2.4 29 SF2-TH Y -.004 -.004 2.4 4.8 30 SF2-TH Y -.004 -.004 4.8 7.2 31 SF2-TH Y -.004 -.004 7.2 9.6 32 SF2-TH Y -.004 -.009 9.6 12 33 SF2-TH-2 Y -.006 -.007 0 2 34 SF2-TH-2 Y -.007 -.007 2 4 35 SF2-TH-2 Y -.007 -.007 4 6 36 SF2-TH-2 Y -.007 -.007 6 8 37 SF2-TH-2 Y -.007 -.005 8 10 38 GSI-2 Y -.003 -.003 2.725 4.542 39 GSI-3 Y -.012 -.005 0 .908 40 GSI-3 Y -.005 .000185 .908 1.817 41 GSI-5 Y -.011 -.011 4.871 5.915 42 GSI-5 Y -.011 -.012 5.915 6.958 43 GSI-6 Y -.012 -.011 0 1.044 44 GSI-6 Y -.011 -.011 1.044 2.087 45 SA-4 Y -.012 -.012 .875 1.875 46 CA3 Y -.004 -.004 .118 3.085 47 CA3-1 Y -.004 -.004 0 .805 48 CA3-1 Y -.004 -.004 .805 1.61 49 GSI-3 Y -.000469 -.006 .454 1.181 50 GSI-3 Y -.006 -.005 1.181 1.907 51 GSI-3 Y -.005 -.005 1.907 2.634 52 GSI-3 Y -.005 -.006 2.634 3.361 53 GSI-3 Y -.006 -.000469 3.361 4.088 54 SA-5 Y -.004 -.006 2.198 3.297 55 SA-5 Y -.006 -.008 3.297 4.396 56 SF1-TH Y -.009 -.004 0 2.4 57 SF1-TH Y -.004 -.004 2.4 4.8 58 SF1-TH Y -.004 -.004 4.8 7.2 59 SF1-TH Y -.004 -.004 7.2 9.6 60 SF1-TH Y -.004 -.007 9.6 12 61 SF1-TH-2 Y -.005 -.006 0 2 62 SF1-TH-2 Y -.006 -.007 2 4 63 SF1-TH-2 Y -.007 -.007 4 6 64 SF1-TH-2 Y -.007 -.007 6 8 65 SF1-TH-2 Y -.007 -.006 8 10 66 GSI-1 Y -.003 -.003 0 1.817 67 GSI-3 Y .000185 -.005 2.725 3.633 68 GSI-3 Y -.005 -.012 3.633 4.542 69 GSI-4 Y -.012 -.011 0 1.044 70 GSI-4 Y -.011 -.011 1.044 2.087 71 GSI-6 Y -.011 -.011 4.871 5.915 72 GSI-6 Y -.011 -.012 5.915 6.958 73 SA-6 Y -.012 -.012 .875 1.875 74 CA1 Y -.004 -.004 .118 3.085 75 CA1-1 Y -.004 -.004 0 .805 RISA-3D Version 17.0.4 Page 103 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 39 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 76 CA1-1 Y -.004 -.004 .805 1.61 77 GSI-1 Y -.000469 -.006 .454 1.181 78 GSI-1 Y -.006 -.005 1.181 1.907 79 GSI-1 Y -.005 -.005 1.907 2.634 80 GSI-1 Y -.005 -.006 2.634 3.361 81 GSI-1 Y -.006 -.000469 3.361 4.088 82 SA-1 Y -.004 -.006 2.198 3.297 83 SA-1 Y -.006 -.008 3.297 4.396 Member Distributed Loads (BLC 40 : BLC 18 Transient Area Loads) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 1 FFTH Y -.000728 -.000362 0 2.4 2 FFTH Y -.000362 -.000288 2.4 4.8 3 FFTH Y -.000288 -.000288 4.8 7.2 4 FFTH Y -.000288 -.000362 7.2 9.6 5 FFTH Y -.000362 -.000728 9.6 12 6 FFTH-2 Y -.000499 -.000574 0 2 7 FFTH-2 Y -.000574 -.000612 2 4 8 FFTH-2 Y -.000612 -.000612 4 6 9 FFTH-2 Y -.000612 -.000574 6 8 10 FFTH-2 Y -.000574 -.000499 8 10 11 GSI-1 Y -.000245 -.000245 2.725 4.542 12 GSI-2 Y -.000245 -.000245 0 1.817 13 GSI-4 Y -.000898 -.00095 4.871 5.915 14 GSI-4 Y -.00095 -.001 5.915 6.958 15 GSI-5 Y -.001 -.00095 0 1.044 16 GSI-5 Y -.00095 -.000899 1.044 2.087 17 SA-2 Y -.001 -.001 .875 1.875 18 CA2 Y -.000345 -.000345 .118 3.085 19 CA2-1 Y -.000299 -.000299 0 .805 20 CA2-1 Y -.000299 -.0003 .805 1.61 21 GSI-2 Y -3.9e-5 -.000483 .454 1.181 22 GSI-2 Y -.000483 -.000387 1.181 1.907 23 GSI-2 Y -.000387 -.000386 1.907 2.634 24 GSI-2 Y -.000386 -.000485 2.634 3.361 25 GSI-2 Y -.000485 -3.9e-5 3.361 4.088 26 SA-3 Y -.000369 -.000498 2.198 3.297 27 SA-3 Y -.000498 -.000626 3.297 4.396 28 SF2-TH Y -.00058 -.000316 0 2.4 29 SF2-TH Y -.000316 -.000293 2.4 4.8 30 SF2-TH Y -.000293 -.000293 4.8 7.2 31 SF2-TH Y -.000293 -.000367 7.2 9.6 32 SF2-TH Y -.000367 -.000733 9.6 12 33 SF2-TH-2 Y -.000503 -.000577 0 2 34 SF2-TH-2 Y -.000577 -.000616 2 4 35 SF2-TH-2 Y -.000616 -.000616 4 6 36 SF2-TH-2 Y -.000616 -.000542 6 8 37 SF2-TH-2 Y -.000542 -.000396 8 10 38 GSI-2 Y -.000245 -.000245 2.725 4.542 39 GSI-3 Y -.000963 -.000443 0 .908 40 GSI-3 Y -.000443 1.5e-5 .908 1.817 41 GSI-5 Y -.000898 -.00095 4.871 5.915 42 GSI-5 Y -.00095 -.001 5.915 6.958 43 GSI-6 Y -.001 -.000949 0 1.044 44 GSI-6 Y -.000949 -.000897 1.044 2.087 45 SA-4 Y -.001 -.001 .875 1.875 46 CA3 Y -.000345 -.000345 .118 3.085 47 CA3-1 Y -.000299 -.000299 0 .805 48 CA3-1 Y -.000299 -.0003 .805 1.61 49 GSI-3 Y -3.9e-5 -.000483 .454 1.181 50 GSI-3 Y -.000483 -.000387 1.181 1.907 51 GSI-3 Y -.000387 -.000386 1.907 2.634 RISA-3D Version 17.0.4 Page 104 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Member Distributed Loads (BLC 40 : BLC 18 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%]End Location[ft,%] 52 GSI-3 Y -.000386 -.000485 2.634 3.361 53 GSI-3 Y -.000485 -3.9e-5 3.361 4.088 54 SA-5 Y -.000369 -.000498 2.198 3.297 55 SA-5 Y -.000498 -.000626 3.297 4.396 56 SF1-TH Y -.000733 -.000367 0 2.4 57 SF1-TH Y -.000367 -.000293 2.4 4.8 58 SF1-TH Y -.000293 -.000293 4.8 7.2 59 SF1-TH Y -.000293 -.000316 7.2 9.6 60 SF1-TH Y -.000316 -.00058 9.6 12 61 SF1-TH-2 Y -.000396 -.000542 0 2 62 SF1-TH-2 Y -.000542 -.000616 2 4 63 SF1-TH-2 Y -.000616 -.000616 4 6 64 SF1-TH-2 Y -.000616 -.000577 6 8 65 SF1-TH-2 Y -.000577 -.000503 8 10 66 GSI-1 Y -.000245 -.000245 0 1.817 67 GSI-3 Y 1.5e-5 -.000443 2.725 3.633 68 GSI-3 Y -.000443 -.000964 3.633 4.542 69 GSI-4 Y -.001 -.00095 0 1.044 70 GSI-4 Y -.00095 -.000899 1.044 2.087 71 GSI-6 Y -.000897 -.000949 4.871 5.915 72 GSI-6 Y -.000949 -.001 5.915 6.958 73 SA-6 Y -.001 -.001 .875 1.875 74 CA1 Y -.000345 -.000345 .118 3.085 75 CA1-1 Y -.000299 -.000299 0 .805 76 CA1-1 Y -.000299 -.0003 .805 1.61 77 GSI-1 Y -3.9e-5 -.000483 .454 1.181 78 GSI-1 Y -.000483 -.000387 1.181 1.907 79 GSI-1 Y -.000387 -.000386 1.907 2.634 80 GSI-1 Y -.000386 -.000485 2.634 3.361 81 GSI-1 Y -.000485 -3.9e-5 3.361 4.088 82 SA-1 Y -.000369 -.000498 2.198 3.297 83 SA-1 Y -.000498 -.000626 3.297 4.396 Member Area Loads (BLC 1 : Dead) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N4 N10 N11 N7 Y Two Way -.012 2 N7 N11 N14 N9 Y Two Way -.012 3 N9 N14 N15 N6 Y Two Way -.012 4 N6 N15 N12 N8 Y Two Way -.012 5 N8 N12 N13 N5 Y Two Way -.012 6 N5 N13 N10 N4 Y Two Way -.012 Member Area Loads (BLC 18 : Ice Weight) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N4 N10 N11 N7 Y Two Way -.001 2 N7 N11 N14 N9 Y Two Way -.001 3 N9 N14 N15 N6 Y Two Way -.001 4 N6 N15 N12 N8 Y Two Way -.001 5 N8 N12 N13 N5 Y Two Way -.001 6 N5 N13 N10 N4 Y Two Way -.001 Envelope Joint Reactions Joint X [k]LC Y [k]LC Z [k]LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N29 max .183 2 .979 18 .7 6 .136 7 .53 6 -.095 10 2 min -.813 26 .313 10 -.704 30 -.152 31 -.536 30 -2.76 18 3 N31 max .729 33 1.18 62 .754 23 -.09 5 .5 17 1.887 61 4 min -.422 10 .268 5 -.212 15 -2.482 62 -.507 25 -.01 4 5 N33 max .764 18 .919 23 .188 6 2.363 23 .5 11 1.331 24 6 min -.45 10 .268 15 -.727 30 .052 15 -.507 19 .06 16 RISA-3D Version 17.0.4 Page 105 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Envelope Joint Reactions (Continued) Joint X [k]LC Y [k]LC Z [k]LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 7 N35 max .749 18 1.512 59 1.217 23 .397 6 .573 31 3.26 26 8 min -.514 10 .454 2 -1.218 31 -.513 63 -.557 7 -.284 2 9 N37 max 1.112 2 1.464 21 .774 6 2.837 21 .57 26 .201 12 10 min -1.227 26 .454 13 -.977 30 -.25 13 -.556 2 -1.68 20 11 N39 max 1.101 2 1.464 31 .97 22 .241 7 .574 21 .212 8 12 min -1.213 26 .454 7 -.766 14 -2.814 31 -.559 13 -1.719 32 13 Totals:max 4.516 18 6.376 36 4.423 22 14 min -4.516 10 3.704 92 -4.422 14 Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Shape Code Check Loc[ft]LC Shear...Loc[ft]DirLC phi*Pnc...phi*Pnt ...phi*Mn ...phi*Mn ...Cb Eqn 1 GSI-5 C3X3.5 .695 0 24 .209 .145 z 22 5.412 35.316 .788 3.348 1...H1-1b 2 GSI-4 C3X3.5 .688 0 19 .209 .145 z 33 5.412 35.316 .788 3.348 1...H1-1b 3 GSI-6 C3X3.5 .688 0 30 .212 .145 z 28 5.412 35.316 .788 3.348 1...H1-1b 4 MP-13 PIPE_2.0 .612 6.453 29 .062 6.453 30 18.381 32.13 1.872 1.872 2...H1-1b 5 MP-8 PIPE_2.0 .612 6.453 23 .061 6.453 25 18.381 32.13 1.872 1.872 1...H1-1b 6 MP-3 PIPE_2.0 .612 6.453 18 .062 6.453 19 18.381 32.13 1.872 1.872 2...H1-1b 7 GSI-1 C3X3.5 .499 4.542 28 .169 4.4 z 29 13.314 35.316 .788 3.348 2...H1-1b 8 GSI-2 C3X3.5 .495 4.542 18 .169 4.4 z 18 13.314 35.316 .788 3.348 2...H1-1b 9 GSI-3 C3X3.5 .495 4.542 23 .169 4.4 z 23 13.314 35.316 .788 3.348 2...H1-1b 10 FFTH L3X3X4 .407 6 59 .038 6 y 59 40.434 46.656 1.688 2.994 1...H2-1 11 FF-SR PIPE_2.0 .378 3.938 66 .133 9 18 1.073 32.13 1.872 1.872 1...H1-1b 12 SF1-SR PIPE_2.0 .361 3.937 28 .135 9 28 1.073 32.13 1.872 1.872 1...H1-1b 13 SA-4 HSS3.5X3....361 0 32 .098 0 z 20 85.026 92.736 9.522 9.522 1...H1-1b 14 SF2-SR PIPE_2.0 .361 3.937 23 .133 9 23 1.073 32.13 1.872 1.872 2...H1-1b 15 SA-6 HSS3.5X3....360 0 20 .099 0 z 24 85.026 92.736 9.522 9.522 1...H1-1b 16 SA-2 HSS3.5X3....359 0 25 .122 0 y 62 85.026 92.736 9.522 9.522 1...H1-1b 17 MP-15 PIPE_2.0 .339 3.5 27 .112 3.281 22 32.024 32.13 1.872 1.872 2...H1-1b 18 SA-3 HSS3.5X3....331 0 61 .096 1.191 y 59 58.745 92.736 9.522 9.522 2...H1-1b 19 SRC-3 L2.5x2.5x4 .325 1.25 32 .137 0 y 22 37.734 38.556 1.114 2.537 1...H2-1 20 SRC-1 L2.5x2.5x4 .323 1.25 21 .137 0 y 27 37.734 38.556 1.114 2.537 1...H2-1 21 SRC-2 L2.5x2.5x4 .323 1.25 26 .137 0 y 33 37.734 38.556 1.114 2.537 1...H2-1 22 SF1-TH L3X3X4 .320 6 19 .037 6 z 20 40.434 46.656 1.688 3.015 1...H2-1 23 SF2-TH L3X3X4 .320 6 30 .037 6 z 31 40.434 46.656 1.688 3.015 1...H2-1 24 MP-5 PIPE_2.0 .315 3.5 33 .112 3.281 27 32.024 32.13 1.872 1.872 2...H1-1b 25 MP-10 PIPE_2.0 .304 3.5 22 .112 3.281 33 32.024 32.13 1.872 1.872 2...H1-1b 26 MP-7 PIPE_2.0 .302 3.281 18 .070 6.453 32 18.381 32.13 1.872 1.872 4...H1-1b 27 MP-12 PIPE_2.0 .302 3.281 23 .067 6.453 21 18.381 32.13 1.872 1.872 3...H1-1b 28 MP-2 PIPE_2.0 .302 3.281 28 .067 6.453 26 18.381 32.13 1.872 1.872 2...H1-1b 29 SA-5 HSS3.5X3....298 0 33 .055 4.121 z 22 58.745 92.736 9.522 9.522 2...H1-1b 30 MP-9 PIPE_2.0 .294 3.281 29 .053 6.49 30 18.381 32.13 1.872 1.872 1...H1-1b 31 MP-14 PIPE_2.0 .294 3.281 18 .055 6.49 20 18.381 32.13 1.872 1.872 1...H1-1b 32 MP-4 PIPE_2.0 .293 3.281 24 .053 6.49 25 18.381 32.13 1.872 1.872 2...H1-1b 33 SA-1 HSS3.5X3....292 0 22 .055 4.121 z 27 58.745 92.736 9.522 9.522 2...H1-1b 34 MP-1 PIPE_2.0 .221 3.333 19 .089 3.333 26 18.381 32.13 1.872 1.872 1...H1-1b 35 MP-6 PIPE_2.0 .221 3.333 25 .089 3.333 31 18.381 32.13 1.872 1.872 3.6 H1-1b 36 MP-11 PIPE_2.0 .221 3.333 30 .089 3.333 21 18.381 32.13 1.872 1.872 2...H1-1b 37 CA2 L3X3X4 .215 1.604 60 .018 1.604 y 60 44.071 46.656 1.688 3.756 1...H2-1 38 CA3 L3X3X4 .213 1.604 32 .017 1.604 y 32 44.071 46.656 1.688 3.756 1...H2-1 39 CA1 L3X3X4 .212 1.604 22 .017 1.604 y 22 44.071 46.656 1.688 3.756 1...H2-1 40 FFTH-2 L3X3X4 .188 5 62 .022 5 z 64 36.072 46.656 1.688 3.044 1...H2-1 41 SF1-TH-2 L3X3X4 .150 5 24 .017 5 z 26 36.072 46.656 1.688 3.054 1...H2-1 42 SF2-TH-2 L3X3X4 .150 5 18 .017 5 z 20 36.072 46.656 1.688 3.011 1...H2-1 43 CA1-1 L3X3X4 .114 .805 20 .014 .268 y 19 45.991 46.656 1.688 3.756 1...H2-1 44 CA3-1 L3X3X4 .114 .805 30 .014 0 y 30 45.991 46.656 1.688 3.756 1...H2-1 45 CA2-1 L3X3X4 .114 .805 24 .014 0 y 25 45.991 46.656 1.688 3.756 1...H2-1 46 M61 L3X3X4 .052 2.387 32 .023 0 y 26 28.157 46.656 1.688 3.357 1...H2-1 47 M65 L3X3X4 .052 2.437 22 .023 0 y 31 28.157 46.656 1.688 3.357 1...H2-1 48 M63 L3X3X4 .052 2.437 27 .023 4.775 y 21 28.157 46.656 1.688 3.357 1...H2-1 49 M62 L3X3X4 .049 2.387 20 .020 0 z 26 28.157 46.656 1.688 3.357 1...H2-1 50 M64 L3X3X4 .048 2.437 30 .020 4.775 z 21 28.157 46.656 1.688 3.357 1...H2-1 RISA-3D Version 17.0.4 Page 106 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] Company : Tower Engineering Professionals, Inc.Sept 29, 2022 8:41 AMDesigner:JCM Job Number : TEP No. 234673.751182 Checked By: GHM Model Name : CCI BU No. 857594 Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued) Member Shape Code Check Loc[ft]LC Shear...Loc[ft]DirLC phi*Pnc...phi*Pnt ...phi*Mn ...phi*Mn ...Cb Eqn 51 M66 L3X3X4 .048 2.437 25 .021 4.775 y 32 28.157 46.656 1.688 3.357 1...H2-1 52 MP-RRU5 PIPE_2.0 .041 3 20 .014 3 27 26.005 32.13 1.872 1.872 2...H1-1b 53 MP-RRU4 PIPE_2.0 .041 3 32 .014 3 22 26.005 32.13 1.872 1.872 2...H1-1b 54 MP-RRU3 PIPE_2.0 .041 3 31 .014 3 22 26.005 32.13 1.872 1.872 1...H1-1b 55 MP-RRU1 PIPE_2.0 .041 3 26 .014 3 32 26.005 32.13 1.872 1.872 1...H1-1b 56 MP-RRU6 PIPE_2.0 .041 3 21 .014 3 27 26.005 32.13 1.872 1.872 2...H1-1b 57 MP-RRU2 PIPE_2.0 .041 3 26 .014 3 32 26.005 32.13 1.872 1.872 2...H1-1b 58 MP-DC1 PIPE_2.0 .016 2 18 .003 2 18 26.005 32.13 1.872 1.872 1...H1-1b Envelope None Cold Formed Steel Code Checks Member Shape Code Check Loc[ft] LC Shea...Loc[ft]DirLC Pn[k] Tn[k] Mnyy[...Mnzz[... Cb Cmyy Cmzz Eqn No Data to Print ... RISA-3D Version 17.0.4 Page 107 [C:\...\...\Documents\Crown\MA\Redlines\857594\PL-17 Platform Mount.r3d] September 29, 2022 12.0 ft Platform w/ Support Rail Mount Analysis CCI BU No 857594 Order Number 615552, Revision 0 Page 9 ENG-FRM-10208, Rev.E APPENDIX D ADDITIONAL CALCULATIONS CCI BU No. 857594 TEP No. Analysis By:JCM 9/29/2022 Checked By:GHM 9/29/2022 Moment Bolt Group - Support Arm Connection Code Revisions: Bolt Type: Bolt Size:0.625 in # Bolts:4 #VALUE!#VALUE! Plate Width:8.00 in Bolt Capacity=18.1%PASS Plate Height:8.00 in Bolt H Gap:5.75 in Bolt V Gap:5.75 in Plate T:0.500 in Slip Member Ø:N/A in Bolt Grade:A325N Fybolt:92.0 ksi Fubolt:120.0 ksi r:4.1 in J:66.1 in4/in2 Abolt:0.3 in2 Abolt, Net Tensile:0.2 in2 Pretension:19.0 kips Capacities: 234673.751182 ANSI/TIA-222-H Headed Bolts Connection Inputs: Bolt Properties: