The URL can be used to link to this page

Home My WebLink About12342 Lower Azusa Rd - 2023 - CELL SITE MODIFICATION WITH TOWER EXTENSION AND PROPOSED COLLOCATION BY DISH WIRELESST-1 VICINITY MAP DIRECTIONS SITE INFORMATION PROJECT DIRECTORY 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED DISH WIRELESS, L.L.C. SITE ID:LALAX04553B DISH WIRELESS, L.L.C. SITE ADDRESS: SCOPE OF WORK xx xxxxxx x xxx xxx xxx xx 12340 LOWER AZUSA RD ARCADIA, CA 91006-5872 GENERAL NOTES SITE PHOTO UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF CALIFORNIA (800) 642-2444 WWW.CALIFORNIA811.ORG CALIFORNIA - ARCADIA CODE COMPLIANCE SHEET INDEX SPECIAL INSPECTIONS REQUIREMENT Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:44:06 -07'00' Dan A. Reidenbach, P.E. A-01 LOW E R A Z U S A R D KIMBERLY CIR STANDELL AVE BANN I S T E R A V E DU R F E E A V E CHER R Y L E E D R HALL W O O D DR SA N G A B R I E L R I V E R T R A I L Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:44:27 -07'00' Dan A. Reidenbach, P.E. A-11 LOW E R A Z U S A R D Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:44:41 -07'00' Dan A. Reidenbach, P.E. C-1 2 31 Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:44:56 -07'00' Dan A. Reidenbach, P.E. C-2.112 Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:45:11 -07'00' Dan A. Reidenbach, P.E. C-2.212 Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:45:52 -07'00' Dan A. Reidenbach, P.E. C-2.312 Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:46:09 -07'00' Dan A. Reidenbach, P.E. C-2.42 1 Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:46:26 -07'00' Dan A. Reidenbach, P.E. C-3654 32 1 ” ” Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:46:49 -07'00' Dan A. Reidenbach, P.E. 1 4 7 2 5 8 3 6 9 C-4 Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:47:04 -07'00' Dan A. Reidenbach, P.E. 1 4 7 2 5 8 3 6 9 C-5 Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:47:18 -07'00' Dan A. Reidenbach, P.E. C-6 1 4 7 2 5 8 3 6 9 Digitally signed by Dan A. Reidenbach,P.E.DN: cn=Dan A. Reidenbach, P.E., c=US,o=Tower Engineering Professionals,ou=Project Manager,email=dareidenbach@tepgroup.netDate: 2023.09.19 11:47:39 -07'00' Dan A. Reidenbach, P.E. 11 2 “” “” E-1 LOW E R A Z U S A R D E-2 1 4 7 2 5 8 3 6 9 E-32 1 3 LOAD SERVED VOLT AMPS(WATTS) L1 L2 TRIP CKT #PHASE LOAD SERVED VOLT AMPS(WATTS) L1 L2 TRIPCKT # G-1 1 2 3 ” G-2 1 5 3 6 2 4 G-3 1 4 7 2 5 8 3 6 9 RF-11 2 3 4 GN-1 GN-2 GN-3 x x x x x x x GN-4 R-11 R-21 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 Date: June 30, 2023 Daniel Dean Tower Engineering Professionals American Tower Corporation 326 Tryon Road 19100 Von Karman, Suite 450 Raleigh, NC 27603 Irvine, CA 92612 (919) 661-6351 (714) 323-6553 PHX_Structures@tepgroup.net Subject: Anchorage Calculations Report Carrier Designation: Dish Co-Locate Site Number:LALAX04553B Site Name:N/A ATC Designation:Site Number:411662 Site Name:Gravel Pits CA Engineering Firm Designation:TEP Project Number:236116.863154 Site Data:12340 Lower Azusa Road, Arcadia, Los Angeles County, CA 91006 Latitude 34° 5' 21.98'', Longitude -117° 59' 53.20'' Dear Daniel Dean, Tower Engineering Professionals is pleased to submit this “Anchorage Calculations Report”to determine the structural integrity of Dish’s H-Frame and cabinet anchorage system with proposed equipment. Analysis of the proposed foundation system is to be completed by others and therefore is not part of this analysis. The purpose of the analysis is to determine acceptability of the H-Frame and cabinet anchorage stress level. Based on our analysis, we have determined the stress level to be: H-Frame Structural and Anchors Sufficient Capacity Equipment Cabinet Anchors Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 95 mph as required by the 2022 California Building Code. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by: Ahmed Taha / PHX Respectfully submitted by: Dan A. Reidenbach, P.E. 06/30/2023 June 30, 2023 Anchorage Calculations Report 411662 - Gravel Pits CA Page 2 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 - Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A RISA-3D Output 6) APPENDIX B Software Input Calculations 7) APPENDIX C Software Analysis Output June 30, 2023 Anchorage Calculations Report 411662 - Gravel Pits CA Page 3 1) INTRODUCTION The H-Frame is a proposed 6.0-ft H-Frame designed by Commscope. The cabinet is a proposed 6.17-ft enclosure designed by Charles Industry. They are to be installed on the proposed equipment pad on site. All information provided to TEP was assumed to be accurate and complete. 2) ANALYSIS CRITERIA Building Code: 2022 California Building Code TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 95 mph Exposure Category: C Topographic Factor: 1.0 Seismic Ss: 1.742 Seismic S1: 0.641 Table 1 - Proposed Equipment Configuration Number of Equipment Equipment Model Cabinet Details 1 PCTEL GPSGL-TMG-SPI-40CB Commscope MTC4045HFLD H-Frame 1 Raycap PPC RDIAC-2465-P-240-MTS 1 Square D Safety Switches D224NRB 1 Eaton Meter Socket UNRRS213BEUSE 1 Zayo 5RU Cabinet 1 Charles CFIT-PF2020DSH1 Fiber Telco Enclosure - - Charles Industry HVAC CUBE-PM639155N4 Enclosure 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Reference Source Construction Drawings Tower Engineering Professionals A&E Project No. 236116.367903 Rev. 8 TEP H-Frame Assembly Drawings Commscope MTC4045HFLD TEP Cabinet Manufacturer Specifications Charles Industry CUBE-PM639 TEP 3.1) Analysis Method Hilti PROFIS Engineering (Version 3.0.85), a commercially available analysis software package, was used to calculate anchor rod stresses for various loading cases. RISA-3D (version 17.0.4), a commercially available analysis software package, was used to create a three-dimensional model of the foundation and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. June 30, 2023 Anchorage Calculations Report 411662 - Gravel Pits CA Page 4 3.2) Assumptions 1) The configuration of equipment and cabinets are as specified in Table 1. All components have been assumed to be in sufficient condition to carry their full design capacity for 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 anchorage system. 4) ANALYSIS RESULTS Table 3 - Component Stresses vs. Capacity Notes Component % Capacity Pass / Fail 1 H-Frame Structural 23.4 Pass 2 H-Frame Anchorage 68.0 Pass 2 Enclosure Anchorage 26.0 Pass Structure Rating (max from all components) = 68.0% Note: 1) See additional documentation in “Appendix A - RISA-3D Output” for calculations supporting the % capacity listed. 2) See additional documentation in “Appendix C - Software Analysis Output” for calculations supporting the % capacity listed. 4.1) Recommendations 1) The proposed anchors have sufficient capacity to carry the proposed loading configuration. No modifications are required at this time. 2) The Commscope MTC4045HFLD H-Frame shall be installed with (8) 1/2" dia. Kwik Bolt TZ2 – SS304 anchors with a nominal 2.5” embedment. 3) The Charles Industry HVAC CUBE-PM639155N4 Enclosure shall be installed with (4) 1/2" dia. Kwik Bolt TZ2 – SS304 anchors with a nominal 2.5” embedment. June 30, 2023 Anchorage Calculations Report 411662 - Gravel Pits CA Page 5 APPENDIX A RISA-3D OUTPUT Tower Engineering Profes... AT TEP No. 236116.863154 Gravel Pits CA (411662) SK - 1 June 26, 2023 at 3:28 PM H-Frame.r3d Y XZ Envelope Only Solution Company : Tower Engineering Professionals, Inc. June 26, 20233:28 PMDesigner : ATJob Number : TEP No. 236116.863154 Checked By: PHXModel Name : Gravel Pits CA (411662) (Global) Model Settings Display Sections for Member CalcsMax Internal Sections for Member CalcsInclude 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 ToleranceInclude P-Delta for Walls?Automatically Iterate Stiffness for Walls?Max Iterations for Wall StiffnessGravity Acceleration (ft/sec^2)Wall Mesh Size (in)Eigensolution Convergence Tol. (1.E-)Vertical AxisGlobal Member Orientation PlaneStatic SolverDynamic Solver 5 97 YesYesYesYes144.120.50%YesYes332.2244YXZSparse AcceleratedAccelerated 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 AISI S100-16: LRFD None < 100F None None None - Building None Number of Shear Regions Region Spacing Increment (in)Biaxial Column MethodParme Beta Factor (PCA)Concrete Stress BlockUse Cracked Sections?Use Cracked Sections Slab?Bad Framing Warnings?Unused Force Warnings?Min 1 Bar Diam. Spacing?Concrete Rebar SetMin % Steel for ColumnMax % Steel for Column 4 4Exact Integration.65RectangularYesNoNoYesNoREBAR_SET_ASTMA61518 RISA-3D Version 17.0.4 Page 1 [C:\...\...\...\...\...\...\RISA-3D\H-Frame.r3d] Company : Tower Engineering Professionals, Inc. June 26, 20233:28 PMDesigner : ATJob Number : TEP No. 236116.863154 Checked By: PHXModel Name : Gravel Pits CA (411662) (Global) Model Settings, Continued Seismic CodeSeismic Base Elevation (ft)Add Base Weight?Ct XCt ZT X (sec)T Z (sec)R XR ZCt Exp. XCt Exp. ZSD1SDSS1TL (sec)Risk CatDrift Cat ASCE 7-160Yes.02.02Not EnteredNot Entered33.75.75.7271.161.6418I or IIOtherOm ZOm XCd Z Cd X Rho Z Rho X 114 4 1 1 Material Takeoff Material Size Pieces Length[ft] Weight[K]1 General2RIGID 10 3.8 03Total General 10 3.8 045Hot Rolled Steel6A53 Gr.B PIPE_3.0 2 12 .0857Total HR Steel 2 12 .08589Cold Formed Steel10A653 SS Gr33 1.625 Unistrut 5 25 .04411Total CF Steel 5 25 .044 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt1A9922900011154.3 .65 .49 50 1.1 65 1.12A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.23A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.14A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.35A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.36A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.27A10852900011154.3 .65 .49 50 1.25 65 1.158A913 Gr.65 29000 11154 .3 .65 .49 65 1.1 80 1.1 Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E5 ... Density[k/ft^3] Yield[ksi] Fu[ksi]1 A653 SS Gr33 29500 11346 .3 .65 .49 33 452A653 SS Gr50/1 29500 11346 .3 .65 .49 50 65 RISA-3D Version 17.0.4 Page 2 [C:\...\...\...\...\...\...\RISA-3D\H-Frame.r3d] Company : Tower Engineering Professionals, Inc. June 26, 20233:28 PMDesigner : ATJob Number : TEP No. 236116.863154 Checked By: PHXModel Name : Gravel Pits CA (411662) Hot Rolled Steel Section Sets Label Shape Type Design List Material Design...A [in2] Iyy [in...Izz [in...J [in4]1 Posts PIPE_3.0 None None A53 Gr.B Typical 2.07 2.85 2.85 5.69 Cold Formed Steel Section Sets Label Shape Type Design Li... Material Design R... A [in2] Iyy [in4] Izz [in4] J [in4]1 Unistrut 1.625 Unistrut None None A653 SS...Typical .518 .158 .217 .002 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design R...1 POST-1 N1 S1 Posts None None A53 Gr.B Typical 2 POST-2 GPS S2 Posts None None A53 Gr.B Typical 3 UNI-1 N612 N613 Unistrut None None A653 S...Typical 4 UNI-2 N614A N615A Unistrut None None A653 S...Typical 5 UNI-3 N618A N619A Unistrut None None A653 S...Typical 6 UNI-4 N622A N623A Unistrut None None A653 S...Typical 7 UNI-5 N626A N627A Unistrut None None A653 S...Typical 8 M8 N31 N41 RIGID None None RIGID Typical 9 M9 N33 N42 RIGID None None RIGID Typical 10 M10 N35 N43 RIGID None None RIGID Typical 11 M11 N37 N44 RIGID None None RIGID Typical 12 M12 N39 N45 RIGID None None RIGID Typical13M13N32N46RIGIDNoneNoneRIGIDTypical14M14N34N47RIGIDNoneNoneRIGIDTypical15M15N36N48RIGIDNoneNoneRIGIDTypical16M16N38N49RIGIDNoneNoneRIGIDTypical17M17N40N50RIGIDNoneNoneRIGIDTypical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic...1 POST-1 Yes ** NA **None 2 POST-2 Yes ** NA **None 3 UNI-1 Yes ** NA **None 4 UNI-2 Yes ** NA **None 5 UNI-3 Yes ** NA **None 6 UNI-4 Yes ** NA **None 7 UNI-5 Yes ** NA **None 8 M8 OOOXOO Yes ** NA **None 9 M9 OOOXOO Yes ** NA **None 10 M10 OOOXOO Yes ** NA **None 11 M11 OOOXOO Yes ** NA **None 12 M12 OOOXOO Yes ** NA **None 13 M13 OOOXOO Yes ** NA **None 14 M14 OOOXOO Yes ** NA **None15M15OOOXOOYes** NA **None16M16OOOXOOYes** NA **None17M17OOOXOOYes** NA **None RISA-3D Version 17.0.4 Page 3 [C:\...\...\...\...\...\...\RISA-3D\H-Frame.r3d] Company : Tower Engineering Professionals, Inc. June 26, 20233:28 PMDesigner : ATJob Number : TEP No. 236116.863154 Checked By: PHXModel Name : Gravel Pits CA (411662) Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft]Lcomp bot[ft]L-torq... Kyy Kzz Cb Functi...1 POST-1 Posts 6 2.1 2.1 Lateral 2 POST-2 Posts 6 2.1 2.1 Lateral Cold Formed Steel Design Parameters Label Shape Length... Lbyy[ft] Lbzz[ft] Lcomp to... Lcomp bo...L-torque[ft] Kyy Kzz Cb R a[ft] Funct...1 UNI-1 Unistrut 5 1 1 Lateral 2 UNI-2 Unistrut 5 1 1 Lateral 3 UNI-3 Unistrut 5 1 1 Lateral 4 UNI-4 Unistrut 5 1 1 Lateral 5 UNI-5 Unistrut 5 1 1 Lateral 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 S1 Reaction Reaction Reaction Reaction Reaction Reaction 2 S2 Reaction Reaction Reaction Reaction Reaction Reaction 3 N1 4 GPS 5 N612 6 N613 7 N614A 8 N615A9N618A10N619A11N622A12N623A13N626A14N627A15PPC116PPC317PPC218PPC419SWITCH320SWITCH421SWITCH122SWITCH223ZAYO224ZAYO425ZAYO126ZAYO327CFIT228CFIT429CFIT130CFIT331N3132N3233N3334N3435N3536N3637N3738N3839N3940N4041N41 RISA-3D Version 17.0.4 Page 4 [C:\...\...\...\...\...\...\RISA-3D\H-Frame.r3d] Company : Tower Engineering Professionals, Inc. June 26, 20233:28 PMDesigner : ATJob Number : TEP No. 236116.863154 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Boundary Conditions (Continued) 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]42 N4243N4344N4445N4546N4647N4748N4849N4950N5051SOCK152SOCK253SOCK354SOCK455W356W657W258W559W460W1 Basic Load Cases BLC Description Category X Gr...Y Gr...Z Gr... Joint Point Distr... Area(Member) Surface(Plate/Wall)1 Dead Load DL -1 212Wind X WLX 21 7 13Wind Z WLZ 21 7 14Seismic X ELX -.213 215Seismic Z ELZ -.213 216BLC 2 Transient Area Loads None 77BLC 3 Transient Area Loads None 12 Load Combinations Description S... 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 1.421.2D + 1.0W 0-Degrees Yes Y 1 1.2 2 131.2D + 1.0W 45-DegreesYes Y 1 1.2 2 .707 3 .707 4 1.2D + 1.0W 90-DegreesYes Y 1 1.2 3 151.2D + 1.0W 135-Degre...Yes Y 1 1.2 2 -.707 3 .707 6 1.2D + 1.0W 180-Degre...Yes Y 1 1.2 2 -171.2D + 1.0W 225-Degre...Yes Y 1 1.2 2 -.707 3 -.707 8 1.2D + 1.0W 270-Degre...Yes Y 1 1.2 3 -191.2D + 1.0W 315-Degre...Yes Y 1 1.2 2 .707 3 -.707 10 0.9D + 1.0W 0-Degrees Yes Y 1 .9 2 1110.9D + 1.0W 45-DegreesYes Y 1 .9 2 .707 3 .707 12 0.9D + 1.0W 90-DegreesYes Y 1 .9 3 1130.9D + 1.0W 135-Degre...Yes Y 1 .9 2 -.707 3 .707 14 0.9D + 1.0W 180-Degre...Yes Y 1 .9 2 -1150.9D + 1.0W 225-Degre...Yes Y 1 .9 2 -.707 3 -.707 16 0.9D + 1.0W 270-Degre...Yes Y 1 .9 3 -1170.9D + 1.0W 315-Degre...Yes Y 1 .9 2 .707 3 -.707 18 (1.2+0.2Sds)D+1.0 0 Se...Yes Y 1 1.4...E...119(1.2+0.2Sds)D+1.0 45 S...Yes Y 1 1.4...E....707ELZ.707 20 (1.2+0.2Sds)D+1.0 90 S...Yes Y 1 1.4...ELZ 121(1.2+0.2Sds)D+1.0 135 ...Yes Y 1 1.4...E...-.707ELZ.707 22 (1.2+0.2Sds)D+1.0 180 ...Yes Y 1 1.4...E...-1 RISA-3D Version 17.0.4 Page 5 [C:\...\...\...\...\...\...\RISA-3D\H-Frame.r3d] Company : Tower Engineering Professionals, Inc. June 26, 20233:28 PMDesigner : ATJob Number : TEP No. 236116.863154 Checked By: PHXModel Name : Gravel Pits CA (411662) Load Combinations (Continued) Description S... PDelta S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa...23 (1.2+0.2Sds)D+1.0 225 ...Yes Y 1 1.4...E...-.707ELZ-.707 24 (1.2+0.2Sds)D+1.0 270 ...Yes Y 1 1.4...ELZ -125(1.2+0.2Sds)D+1.0 315 ...Yes Y 1 1.4...E....707ELZ-.707 26 (0.9-0.2Sds)*DL+1.0 0 ...Yes Y 1 .668 E...127(0.9-0.2Sds)*DL+1.0 45 ...Yes Y 1 .668 E....707ELZ.707 28 (0.9-0.2Sds)*DL+1.0 90 ...Yes Y 1 .668 ELZ 129(0.9-0.2Sds)*DL+1.0 13...Yes Y 1 .668 E...-.707ELZ.707 30 (0.9-0.2Sds)*DL+1.0 18...Yes Y 1 .668 E...-131(0.9-0.2Sds)*DL+1.0 22...Yes Y 1 .668 E...-.707ELZ-.707 32 (0.9-0.2Sds)*DL+1.0 27...Yes Y 1 .668 ELZ -133(0.9-0.2Sds)*DL+1.0 31...Yes Y 1 .668 E....707ELZ-.707 Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1 S1 -6 0 -1.5 02S2-6 0 2.5 03N1-6 6 -1.5 04GPS-6 6 2.5 05N612-5.625 5.5 -2 06N613-5.625 5.5 3 07N614A-5.625 4.5 -2 08N615A-5.625 4.5 3 09N618A-5.625 3.5 -2 010N619A-5.625 3.5 3 011N622A-5.625 2.5 -2 012N623A-5.625 2.5 3 013N626A-5.625 1.5 -2 014N627A-5.625 1.5 3 015PPC1-5.625 5.5 .35 016PPC3-5.625 2.5 .35 017PPC2-5.625 5.5 2.25 018PPC4-5.625 2.5 2.25 019SWITCH3-5.625 3.5 .83 020SWITCH4-5.625 1.5 .83 021SWITCH1-5.625 3.5 -.75 022SWITCH2-5.625 1.5 -.75 023ZAYO2-5.625 5.5 0.67 024ZAYO4-5.625 3.5 0.67 025ZAYO1-5.625 5.5 -1.75 026ZAYO3-5.625 3.5 -1.75 027CFIT2-5.625 2.5 .6 028CFIT4-5.625 1.5 .6 029CFIT1-5.625 2.5 -1.07 030CFIT3-5.625 1.5 -1.07 031N31-6 5.5 -1.5 032N32-6 5.5 2.5 033N33-6 4.5 -1.5 034N34-6 4.5 2.5 035N35-6 3.5 -1.5 036N36-6 3.5 2.5 037N37-6 2.5 -1.5 038N38-6 2.5 2.5 039N39-6 1.5 -1.5 040N40-6 1.5 2.5 041N41-5.625 5.5 -1.5 0 RISA-3D Version 17.0.4 Page 6 [C:\...\...\...\...\...\...\RISA-3D\H-Frame.r3d] Company : Tower Engineering Professionals, Inc. June 26, 20233:28 PMDesigner : ATJob Number : TEP No. 236116.863154 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...42 N42 -5.625 4.5 -1.5 043N43-5.625 3.5 -1.5 044N44-5.625 2.5 -1.5 045N45-5.625 1.5 -1.5 046N46-5.625 5.5 2.5 047N47-5.625 4.5 2.5 048N48-5.625 3.5 2.5 049N49-5.625 2.5 2.5 050N50-5.625 1.5 2.5 051SOCK1-5.625 5.5 -1.25 052SOCK2-5.625 4.5 -1.25 053SOCK3-5.625 5.5 -0.249996 054SOCK4-5.625 4.5 -0.249996 055W3-4.5 7 3.25 056W6-7.5 7 3.25 057W2-4.5 0 3.25 058W5-7.5 0 3.25 059W4-4.5 7 -4.25 060W1-4.5 0 -4.25 0 Joint Loads and Enforced Displacements (BLC 1 : Dead Load) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft...1 PPC1 L Y -.022PPC2LY-.023PPC3LY-.024PPC4LY-.025SWITCH1LY-.0056SWITCH2LY-.0057SWITCH3LY-.0058SWITCH4LY-.0059ZAYO1LY-.02110ZAYO2LY-.02111ZAYO3LY-.02112ZAYO4LY-.02113CFIT1LY-.00514CFIT2LY-.00515CFIT3LY-.00516CFIT4LY-.00517GPSLY-.00118SOCK1LY-.00519SOCK2LY-.00520SOCK3LY-.00521SOCK4LY-.005 Joint Loads and Enforced Displacements (BLC 2 : Wind X) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft...1 PPC1 L X -.0282PPC2LX-.0283PPC3LX-.0284PPC4LX-.0285SWITCH1LX-.0186SWITCH2LX-.0187SWITCH3LX-.0188SWITCH4LX-.0189ZAYO1LX-.033 RISA-3D Version 17.0.4 Page 7 [C:\...\...\...\...\...\...\RISA-3D\H-Frame.r3d] Company : Tower Engineering Professionals, Inc. June 26, 20233:28 PMDesigner : ATJob Number : TEP No. 236116.863154 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Loads and Enforced Displacements (BLC 2 : Wind X) (Continued) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft...10 ZAYO2 L X -.03311ZAYO3LX-.03312ZAYO4LX-.03313CFIT1LX-.01314CFIT2LX-.01315CFIT3LX-.01316CFIT4LX-.01317GPSLX-.00218SOCK1LX-.00619SOCK2LX-.00620SOCK3LX-.00621SOCK4LX-.006 Joint Loads and Enforced Displacements (BLC 3 : Wind Z) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft...1 PPC1 L Z -.0162PPC2LZ-.0163PPC3LZ-.0164PPC4LZ-.0165SWITCH1LZ-.0086SWITCH2LZ-.0087SWITCH3LZ-.0088SWITCH4LZ-.0089ZAYO1LZ-.01510ZAYO2LZ-.01511ZAYO3LZ-.01512ZAYO4LZ-.01513CFIT1LZ-.00614CFIT2LZ-.00615CFIT3LZ-.00616CFIT4LZ-.00617GPSLZ-.00218SOCK1LZ-.00319SOCK2LZ-.00320SOCK3LZ-.00321SOCK4LZ-.003 Joint Loads and Enforced Displacements (BLC 4 : Seismic X) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft...1 PPC1 L X -.0082PPC2LX-.0083PPC3LX-.0084PPC4LX-.0085SWITCH1LX-.0026SWITCH2LX-.0027SWITCH3LX-.0028SWITCH4LX-.0029ZAYO1LX-.00810ZAYO2LX-.00811ZAYO3LX-.00812ZAYO4LX-.00813CFIT1LX-.00214CFIT2LX-.00215CFIT3LX-.00216CFIT4LX-.00217GPSLX-.001 RISA-3D Version 17.0.4 Page 8 [C:\...\...\...\...\...\...\RISA-3D\H-Frame.r3d] Company : Tower Engineering Professionals, Inc. June 26, 20233:28 PMDesigner : ATJob Number : TEP No. 236116.863154 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Loads and Enforced Displacements (BLC 4 : Seismic X) (Continued) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft...18 SOCK1 L X -.00219SOCK2LX-.00220SOCK3LX-.00221SOCK4LX-.002 Joint Loads and Enforced Displacements (BLC 5 : Seismic Z) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft... 1 PPC1 L Z -.0082PPC2LZ-.0083PPC3LZ-.0084PPC4LZ-.0085SWITCH1LZ-.0026SWITCH2LZ-.0027SWITCH3LZ-.0028SWITCH4LZ-.0029ZAYO1LZ-.00810ZAYO2LZ-.00811ZAYO3LZ-.00812ZAYO4LZ-.00813CFIT1LZ-.00214CFIT2LZ-.00215CFIT3LZ-.00216CFIT4LZ-.00217GPSLZ-.00118SOCK1LZ-.00219SOCK2LZ-.00220SOCK3LZ-.00221SOCK4LZ-.002 Member Area Loads (BLC 2 : Wind X) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1 W1 W2 W3 W4 X Open Structure -.018 Member Area Loads (BLC 3 : Wind Z) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1 W2 W5 W6 W3 Z Open Structure -.018 Envelope Joint Reactions Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC1S1max.359 2 .279 24 .153 12 .531 4 .063 2 1.317 62min-.357 14 .13 28 -.153 16 -.531 8 -.06 14 -1.206 103S2max.307 10 .228 20 .152 4 .53 4 .109 6 1.162 64min-.309 6 .106 32 -.152 8 -.53 8 -.106 10 -1.061 105Totals:max .666 2 .508 22 .305 126min-.666 14 .237 26 -.305 8 Envelope AISC 15th(360-16): LRFD Steel Code Checks Mem... Shape Code...Loc... LC Shear Ch...Loc[ft] Dir LC phi*Pn...phi*Pnt ...phi*M... phi*M... Cb Eqn1POS...PIPE_3.0 .234 6 6 .031 6 2 27.874 65.205 5.749 5.749 2.175 H1-1b2POS...PIPE_3.0 .206 6 6 .037 6 6 27.874 65.205 5.749 5.749 2.154 H1-1b RISA-3D Version 17.0.4 Page 9 [C:\...\...\...\...\...\...\RISA-3D\H-Frame.r3d] Company : Tower Engineering Professionals, Inc. June 26, 20233:28 PMDesigner : ATJob Number : TEP No. 236116.863154 Checked By: PHXModel Name : Gravel Pits CA (411662) Envelope AISI S100-16: LRFD Cold Formed Steel Code Checks Member Shape Code Check Loc[ft] LC Shea...Loc[ft]DirLCphi*Pn...phi*Tn...phi*M... phi*M... phi*...phi*... Cb Eqn1UNI-1 1.625 ....200 2.396 2 .030 4.479 y 23 5.648 15.384 .367 .661 2.0654.1291.371H1.1-2 2 UNI-3 1.625 ....155 2.656 2 .015 .469 y 20 5.648 15.384 .367 .661 2.0654.1291.456H1.2-1 3 UNI-4 1.625 ....142 2.344 2 .024 4.479 y 23 5.648 15.384 .367 .661 2.0654.1291.347H1.2-1 4 UNI-5 1.625 ....103 2.604 2 .014 .521 z 6 5.648 15.384 .367 .661 2.0654.1291.279H1.2-1 5 UNI-2 1.625 ....064 1.771 6 .008 .521 y 23 5.648 15.384 .376 .661 2.0654.1291.331H1.2-1 RISA-3D Version 17.0.4 Page 10 [C:\...\...\...\...\...\...\RISA-3D\H-Frame.r3d] June 30, 2023 Anchorage Calculations Report 411662 - Gravel Pits CA Page 6 APPENDIX B SOFTWARE INPUT CALCULATIONS ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Latitude:34.089439 Risk Category:II Longitude:-117.998111 Soil Class:D - Stiff Soil Elevation:328.25523585849794 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 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 Jun 26 2023 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 4https://asce7hazardtool.online/Mon Jun 26 2023 SS : 1.742 S1 : 0.641 Fa :1 Fv :N/A SMS : 1.742 SM1 :N/A SDS : 1.161 SD1 :N/A TL :8 PGA : 0.744 PGA M :0.818 FPGA :1.1 Ie :1 Cv :1.448 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Stiff Soil USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Mon Jun 26 2023 Page 2 of 4https://asce7hazardtool.online/Mon Jun 26 2023 Ice Results: Data Source: Date Accessed: Ice Thickness: 0 in. Concurrent Temperature: 25 F Gust Speed 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Mon Jun 26 2023 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. Snow Results: Ground Snow Load, p : 0 lb/ftg 2 Mapped Elevation: 328.3 ft Data Source: ASCE/SEI 7-16, Table 7.2-8 Date Accessed: Mon Jun 26 2023 Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported ‘elevation’ and ‘mapped elevation’ differ significantly from each other. Page 3 of 4https://asce7hazardtool.online/Mon Jun 26 2023 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 4 of 4https://asce7hazardtool.online/Mon Jun 26 2023 Gravel Pits CA (411662) TEP #: Analysis:AT 6/26/2023 Wind Loads on Other Structures (ASCE 7 Calculations)_v0.3.1 Check:PHX 6/26/2023 ASCE:7-16 Ground Elevation:328 ft IBC:2021 Equipment Centerline:3 ft TIA:Rev. H Rooftop Mounted?No 0.6535 Risk Category: II Kz:0.85 Ultimate Wind Speed:95 mph Kd: 0.85 Exposure:C Ke:0.99 Kzt:1.00 (Topo. Factor)G:0.85 GCr:N/A (Unreduced) Description Load Type Height (ft) Width (ft) Applied Wind Pressure (ksf) H-Frame Flat 6 5 0.018 236116.863154 Building Codes Wind Pressure Calculations Wind Inputs Site Information Wind Design Data Gravel Pits CA (411662) TEP #: Analysis:AT 6/26/2023 Wind Loads on Other Structures (ASCE 7 Calculations)_v0.3.1 (cont.) Check:PHX 6/26/2023 Model/Description Load Type Shape Height (ft) Width (ft, x) Depth (ft, z) Weight (lbs) Raycap PPC RDIAC-2465-P-240-MTS 4-Pt Flat 3.25 1.90 1.05 80 Eaton Meter Socket UNRRS213BEUSE 4-Pt Flat 1.33 1.00 0.50 18 Zayo 5RU Fiber NID Enclosure 4-Pt Flat 3.01 2.42 1.08 85 Charles Fiber Telco CFIT- PF2020DSH1 4-Pt Flat 1.67 1.67 0.75 20 Square D Safety Switch DN224NRB 4-Pt Flat 2.44 1.58 0.71 20 PCTEL GPSGL-TMG-SPI- 40NCB 1-Pt Round 0.60 0.27 0.27 1 Raycap PPC RDIAC-2465-P-240-MTS 0.113 0.028 0.087 0.062 0.016 0.026 0.040 Eaton Meter Socket UNRRS213BEUSE 0.024 0.006 0.016 0.012 0.003 0.004 0.036 Zayo 5RU Fiber NID Enclosure 0.132 0.033 0.093 0.059 0.015 0.018 0.033 Charles Fiber Telco CFIT- PF2020DSH1 0.051 0.013 0.028 0.023 0.006 0.006 0.016 Square D Safety Switch DN224NRB 0.070 0.018 0.060 0.031 0.008 0.012 0.018 PCTEL GPSGL-TMG-SPI-40NCB 0.002 0.002 Equipment Loading 236116.863154 Corner Shear, z-dir (K) Corner OT Forces, x (K) Corner OT Forces, z (K)Weight (ksf)Model Total Lateral Force, x (K) Corner Shear, x-dir (K) Total Lateral Force, z (K) Gravel Pits CA (411662) TEP #: Analysis:AT 6/26/2023 Seismic Loads on Other Structures (ASCE 7 Calculations)_v0.3.1 Check:PHX 6/26/2023 Design Code:ASCE 7-16 ap =1 Table 13.6-1 Seismic Design Cat:D Rp =1.5 Table 13.6-1 Site Class:D Ip =1 Section 13.1.3 Ss =1.742 z/h =0 S1 =0.641 Wp =(accounted for in RISA) Sds =1.161 Fp/Wp =0.348 (horizontal) Equ. 13.3-1 - 13.3-3 Sd1 =0.727 Fp/Wp =0.232 (vertical) z =0 h = 1 ρ =1 R =1.25 Table 12.2-1 Ta =0.020 Approx. fundamental period T =0.020 Section 12.8.2 Ct =0.020 Table 12.8-2 Structure Type: x = 0.750 Table 12.8-2 TL =8 CS =0.929 Equ. 12.8-2 through 12.8-6 Ie =1 Eh =0.929 *D Ev =0.232 *D 236116.863154 Seismic Design Criteria All other structural systems Seismic Force Resisting System: Equipment Seismic Demand (Ch.13) Structure Seismic Demand (Ch.12) Steel ordinary cantilevered column system Gravel Pits CA (411662) TEP #: Analysis:AT 6/26/2023 Seismic Loads on Other Structures (ASCE 7 Calculations)_v0.3.1 (cont.) Check:PHX 6/26/2023 Raycap PPC RDIAC-2465-P-240-MTS 0.030 0.049 0.008 0.013 0.023 Eaton Meter Socket UNRRS213BEUSE 0.007 0.005 0.002 0.002 0.005 Zayo 5RU Fiber NID Enclosure 0.032 0.048 0.008 0.010 0.022 Charles Fiber Telco CFIT- PF2020DSH1 0.008 0.006 0.002 0.002 0.004 Square D Safety Switch DN224NRB 0.008 0.009 0.002 0.003 0.006 PCTEL GPSGL-TMG-SPI- 40NCB 0.000 Notes: 1. Seismic loads shown are for RISA input only. These were obtained by dividing the design seismic loads by Cs. They are then multiplied by the same factor during the RISA load combination process. This is done to avoid double-factoring equipment loading in RISA. 236116.863154 OT Vertical Force per Corner, x (K)1 OT Vertical Force per Corner, z (K)1 Total Seismic Shear (K)1Model Shear RXN per Corner (k)1 Seismic OT Moment (k- ft)1 Gravel Pits CA (411662) TEP No. Analysis By:AT 6/26/2023 Design Wind Loads: Other Structures (ASCE 7-16) Checked By:PHX 6/26/2023 CUBE Code Revisions: Vult:95 mph Kd:0.90 Table 26.6-1 Elevation:3.1 ft Kzt:1.00 Section 26.8 Exposure Category:C Kz:0.85 Table 26.10-1 Ground Elevation:328 ft Ke:0.99 Section 26.9 G:0.85 Section 26.11.1 Cf:1.32 Figure 29.4-1 H:6.17 ft qz:17.47 psf W:2.67 ft Horz. Pressure:19.62 psf D:2.67 ft Weight:383.0 lbs Shear:322.7 lbs Moment:995.0 lb-ft Width Spacing:2.42 ft Corner Forces:217.1 lbs Depth Spacing:2.29 ft Max Uplift 130.9 lbs Quantity:4 Max Download 332.0 lbs Design Seismic Loads: Nonstructural Components (ASCE 7-16) Seismic Code Revisions: Seismic Risk Category: SDS:1.161 Design Short Period Spectral Accel. Ip:1.0 Importance Factor Rp:2.5 Response Modification Factor z/h:0.0 ground-mounted ap:1.0 Component Amplification Factor Wp:1.069 kips - Structure Weight WW:2.0 Overstrength factor Fp:0.199 kips Shear:744.7 lbs Fp-max:1.986 kips Moment:2296.1 lb-ft Fp-min:0.372 kips Corner Forces:501.0 lbs Max Uplift 322.5 lbs Max Download 883.7 lbs Seismic Design Force Cabinet Seismic Loads: Cabinet Information: Cabinet Wind Loads: Anchor Spacing ASCE 7-16 II Seismic Input 236116.863154 ASCE 7-16 IBC 2021 Wind Inputs: Wind Calculations: June 30, 2023 Anchorage Calculations Report 411662 - Gravel Pits CA Page 7 APPENDIX C SOFTWARE ANALYSIS OUTPUT www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_H-Frame Page: Specifier: E-Mail: Date: 1 PHX_Structures@tepgroup.net 6/26/2023 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (2) hnom1 Item number: 2210260 KB-TZ2 1/2x3 3/4 SS304 Effective embedment depth: hef,act = 2.000 in., hnom = 2.500 in. Material: AISI 304 Evaluation Service Report: ESR-4266 Issued I Valid: 12/17/2021 | 12/1/2023 Proof: Design Method ACI 318-19 / Mech Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plateR : lx x ly x t = 8.000 in. x 8.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: Steel pipe, PIPE3STD; (L x W x T) = 3.500 in. x 3.500 in. x 0.216 in. Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, ft.lb] www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_H-Frame Page: Specifier: E-Mail: Date: 2 PHX_Structures@tepgroup.net 6/26/2023 1.1 Design results Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%] 1 Max Wind N = -234; Vx = 362; Vy = 0; Mx = 1,319.000; My = 0.000; Mz = 0.000; no 68 Tension Compression 12 34 x y2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 90 90 0 2 0 90 90 0 3 1,150 90 90 0 4 1,150 90 90 0 max. concrete compressive strain: 0.10 [‰] max. concrete compressive stress: 445 [psi] resulting tension force in (x/y)=(-0.000/3.000): 2,299 [lb] resulting compression force in (x/y)=(-0.000/-3.525): 2,533 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Load Nua [lb]Capacity GNn [lb]Utilization CN = Nua/GNn Status Steel Strength* 1,150 8,906 13 OK Pullout Strength* N/A N/A N/A N/A Concrete Breakout Failure** 2,299 3,424 68 OK * highest loaded anchor **anchor group (anchors in tension) www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_H-Frame Page: Specifier: E-Mail: Date: 3 PHX_Structures@tepgroup.net 6/26/2023 3.1 Steel Strength Nsa = ESR value refer to ICC-ES ESR-4266 I Nsa t Nua ACI 318-19 Table 17.5.2 Variables Ase,N [in.2]futa [psi] 0.10 120,404 Calculations Nsa [lb] 11,875 Results Nsa [lb]Isteel I Nsa [lb]Nua [lb] 11,875 0.750 8,906 1,150 www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_H-Frame Page: Specifier: E-Mail: Date: 4 PHX_Structures@tepgroup.net 6/26/2023 3.2 Concrete Breakout Failure Ncbg = (ANc ANc0)\ec,N \ed,N \c,N \cp,N Nb ACI 318-19 Eq. (17.6.2.1b) I Ncbg t Nua ACI 318-19 Table 17.5.2 ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h2 ef ACI 318-19 Eq. (17.6.2.1.4) \ec,N = (1 1 + 2 e' N 3 hef )d 1.0 ACI 318-19 Eq. (17.6.2.3.1) \ed,N = 0.7 + 0.3 (ca,min1.5hef)d 1.0 ACI 318-19 Eq. (17.6.2.4.1b) \cp,N = MAX(ca,mincac , 1.5hefcac)d 1.0 ACI 318-19 Eq. (17.6.2.6.1b) Nb = kc Oa √f' c h1.5 ef ACI 318-19 Eq. (17.6.2.2.1) Variables hef [in.]ec1,N [in.]ec2,N [in.]ca,min [in.]\c,N 2.000 0.000 0.000 3.000 1.000 cac [in.]kc Oa f' c [psi] 6.000 17 1.000 3,000 Calculations ANc [in.2]ANc0 [in.2]\ec1,N \ec2,N \ed,N \cp,N Nb [lb] 72.00 36.00 1.000 1.000 1.000 1.000 2,634 Results Ncbg [lb]Iconcrete I Ncbg [lb]Nua [lb] 5,267 0.650 3,424 2,299 www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_H-Frame Page: Specifier: E-Mail: Date: 5 PHX_Structures@tepgroup.net 6/26/2023 4 Shear load Load Vua [lb]Capacity GVn [lb]Utilization CV = Vua/GVn Status Steel Strength* 90 5,426 2 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 362 7,374 5 OK Concrete edge failure in direction y-** 362 12,020 4 OK * highest loaded anchor **anchor group (relevant anchors) 4.1 Steel Strength Vsa = ESR value refer to ICC-ES ESR-4266 I Vsteel t Vua ACI 318-19 Table 17.5.2 Variables Ase,V [in.2]futa [psi] 0.10 120,404 Calculations Vsa [lb] 8,348 Results Vsa [lb]Isteel I Vsa [lb]Vua [lb] 8,348 0.650 5,426 90 www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 6 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_H-Frame Page: Specifier: E-Mail: Date: 6 PHX_Structures@tepgroup.net 6/26/2023 4.2 Pryout Strength Vcpg = kcp [(ANc ANc0)\ec,N \ed,N \c,N \cp,N Nb ] ACI 318-19 Eq. (17.7.3.1b) I Vcpg t Vua ACI 318-19 Table 17.5.2 ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h2 ef ACI 318-19 Eq. (17.6.2.1.4) \ec,N = (1 1 + 2 e' N 3 hef )d 1.0 ACI 318-19 Eq. (17.6.2.3.1) \ed,N = 0.7 + 0.3 (ca,min1.5hef)d 1.0 ACI 318-19 Eq. (17.6.2.4.1b) \cp,N = MAX(ca,mincac , 1.5hefcac)d 1.0 ACI 318-19 Eq. (17.6.2.6.1b) Nb = kc Oa √f' c h1.5 ef ACI 318-19 Eq. (17.6.2.2.1) Variables kcp hef [in.]ec1,N [in.]ec2,N [in.]ca,min [in.] 1 2.000 0.000 0.000 3.000 \c,N cac [in.]kc Oa f' c [psi] 1.000 6.000 17 1.000 3,000 Calculations ANc [in.2]ANc0 [in.2]\ec1,N \ec2,N \ed,N \cp,N Nb [lb] 144.00 36.00 1.000 1.000 1.000 1.000 2,634 Results Vcpg [lb]Iconcrete I Vcpg [lb]Vua [lb] 10,535 0.700 7,374 362 www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_H-Frame Page: Specifier: E-Mail: Date: 7 PHX_Structures@tepgroup.net 6/26/2023 4.3 Concrete edge failure in direction y- Vcbg = (AVc AVc0)\ec,V \ed,V \c,V \h,V \parallel,V Vb ACI 318-19 Eq. (17.7.2.1b) I Vcbg t Vua ACI 318-19 Table 17.5.2 AVc see ACI 318-19, Section 17.7.2.1, Fig. R 17.7.2.1(b) AVc0 = 4.5 c2 a1 ACI 318-19 Eq. (17.7.2.1.3) \ec,V = (1 1 + e' v 1.5ca1 )d 1.0 ACI 318-19 Eq. (17.7.2.3.1) \ed,V = 0.7 + 0.3(ca21.5ca1)d 1.0 ACI 318-19 Eq. (17.7.2.4.1b) \h,V = √1.5ca1ha t 1.0 ACI 318-19 Eq. (17.7.2.6.1) Vb = (7 (leda)0.2 √da)Oa √f' c c1.5 a1 ACI 318-19 Eq. (17.7.2.2.1a) Variables ca1 [in.]ca2 [in.]ecV [in.]\c,V ha [in.] 14.000 3.000 0.000 1.200 6.000 le [in.]Oa da [in.]f' c [psi]\parallel,V 2.000 1.000 0.500 3,000 2.000 Calculations AVc [in.2]AVc0 [in.2]\ec,V \ed,V \h,V Vb [lb] 180.00 882.00 1.000 1.000 1.871 18,739 Results Vcbg [lb]Iconcrete I Vcbg [lb]Vua [lb] 17,171 0.700 12,020 362 5 Combined tension and shear loads, per ACI 318-19 section 17.8 EN EV ]Utilization EN,V [%]Status 0.672 0.049 5/3 53 OK ENV = E] N + E] V <= 1 www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_H-Frame Page: Specifier: E-Mail: Date: 8 PHX_Structures@tepgroup.net 6/26/2023 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-19, Section 26.7. Fastening meets the design criteria! www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_H-Frame Page: Specifier: E-Mail: Date: 9 PHX_Structures@tepgroup.net 6/26/2023 Coordinates Anchor [in.] Anchor x y c-x c+x c-y c+y 1 -3.000 -3.000 3.000 - 14.000 - 2 3.000 -3.000 9.000 - 14.000 - 3 -3.000 3.000 3.000 - 20.000 - 4 3.000 3.000 9.000 - 20.000 - 7 Installation data Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (2) hnom1 Profile: Steel pipe, PIPE3STD; (L x W x T) = 3.500 in. x 3.500 in. x 0.216 in. Item number: 2210260 KB-TZ2 1/2x3 3/4 SS304 Hole diameter in the fixture: df = 0.562 in. Maximum installation torque: 40.123 ft.lb Plate thickness (input): 0.500 in. Hole diameter in the base material: 0.500 in. Recommended plate thickness: not calculated Hole depth in the base material: 2.750 in. Drilling method: Hammer drilled Minimum thickness of the base material: 4.000 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Hilti KB-TZ2 stud anchor with 2.5 in embedment, 1/2 (2) hnom1, Stainless steel, installation per ESR-4266 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit • Manual blow-out pump • Torque controlled cordless impact tool • Torque wrench • Hammer 12 34 x y 4.000 4.000 1.000 6.000 1.000 1. 0 0 0 6. 0 0 0 1. 0 0 0 4. 0 0 0 4. 0 0 0 www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 10 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_H-Frame Page: Specifier: E-Mail: Date: 10 PHX_Structures@tepgroup.net 6/26/2023 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_Cabinet Page: Specifier: E-Mail: Date: 1 PHX_Structures@tepgroup.net 6/26/2023 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (2) hnom1 Item number: 2210260 KB-TZ2 1/2x3 3/4 SS304 Effective embedment depth: hef,act = 2.000 in., hnom = 2.500 in. Material: AISI 304 Evaluation Service Report: ESR-4266 Issued I Valid: 12/17/2021 | 12/1/2023 Proof: Design Method ACI 318-19 / Mech Stand-off installation: Profile: Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.10.5.3 (d)) Shear load: yes (17.10.6.3 (c)) Geometry [in.] & Loading [lb, in.lb] www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_Cabinet Page: Specifier: E-Mail: Date: 2 PHX_Structures@tepgroup.net 6/26/2023 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Max Seismic N = 323; Vx = 186; Vy = 0; Mx = 0; My = 0; Mz = 0; yes 26 2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 323 186 186 0 max. concrete compressive strain: - [‰] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Load Nua [lb]Capacity GNn [lb]Utilization CN = Nua/GNn Status Steel Strength* 323 8,906 4 OK Pullout Strength* N/A N/A N/A N/A Concrete Breakout Failure** 323 1,284 26 OK * highest loaded anchor **anchor group (anchors in tension) www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_Cabinet Page: Specifier: E-Mail: Date: 3 PHX_Structures@tepgroup.net 6/26/2023 3.1 Steel Strength Nsa = ESR value refer to ICC-ES ESR-4266 I Nsa t Nua ACI 318-19 Table 17.5.2 Variables Ase,N [in.2]futa [psi] 0.10 120,404 Calculations Nsa [lb] 11,875 Results Nsa [lb]Isteel Inonductile I Nsa [lb]Nua [lb] 11,875 0.750 1.000 8,906 323 3.2 Concrete Breakout Failure Ncb = (ANc ANc0)\ed,N \c,N \cp,N Nb ACI 318-19 Eq. (17.6.2.1a) I Ncb t Nua ACI 318-19 Table 17.5.2 ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h2 ef ACI 318-19 Eq. (17.6.2.1.4) \ed,N = 0.7 + 0.3 (ca,min 1.5hef)d 1.0 ACI 318-19 Eq. (17.6.2.4.1b) \cp,N = MAX(ca,mincac , 1.5hefcac)d 1.0 ACI 318-19 Eq. (17.6.2.6.1b) Nb = kc Oa √f' c h1.5 ef ACI 318-19 Eq. (17.6.2.2.1) Variables hef [in.]ca,min [in.]\c,N cac [in.]kc Oa f' c [psi] 2.000 3.000 1.000 6.000 17 1.000 3,000 Calculations ANc [in.2]ANc0 [in.2]\ed,N \cp,N Nb [lb] 36.00 36.00 1.000 1.000 2,634 Results Ncb [lb]Iconcrete Iseismic Inonductile I Ncb [lb]Nua [lb] 2,634 0.650 0.750 1.000 1,284 323 www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_Cabinet Page: Specifier: E-Mail: Date: 4 PHX_Structures@tepgroup.net 6/26/2023 4 Shear load Load Vua [lb]Capacity GVn [lb]Utilization CV = Vua/GVn Status Steel Strength* 186 5,426 4 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 186 1,844 11 OK Concrete edge failure in direction y-** 186 2,602 8 OK * highest loaded anchor **anchor group (relevant anchors) 4.1 Steel Strength Vsa,eq = ESR value refer to ICC-ES ESR-4266 I Vsteel t Vua ACI 318-19 Table 17.5.2 Variables Ase,V [in.2]futa [psi]DV,seis 0.10 120,404 1.000 Calculations Vsa,eq [lb] 8,348 Results Vsa,eq [lb]Isteel Inonductile I Vsa,eq [lb]Vua [lb] 8,348 0.650 1.000 5,426 186 www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_Cabinet Page: Specifier: E-Mail: Date: 5 PHX_Structures@tepgroup.net 6/26/2023 4.2 Pryout Strength Vcp = kcp [(ANc ANc0)\ed,N \c,N \cp,N Nb ] ACI 318-19 Eq. (17.7.3.1a) I Vcp t Vua ACI 318-19 Table 17.5.2 ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h2 ef ACI 318-19 Eq. (17.6.2.1.4) \ed,N = 0.7 + 0.3 (ca,min 1.5hef)d 1.0 ACI 318-19 Eq. (17.6.2.4.1b) \cp,N = MAX(ca,mincac , 1.5hefcac)d 1.0 ACI 318-19 Eq. (17.6.2.6.1b) Nb = kc Oa √f' c h1.5 ef ACI 318-19 Eq. (17.6.2.2.1) Variables kcp hef [in.]ca,min [in.]\c,N 1 2.000 3.000 1.000 cac [in.]kc Oa f' c [psi] 6.000 17 1.000 3,000 Calculations ANc [in.2]ANc0 [in.2]\ed,N \cp,N Nb [lb] 36.00 36.00 1.000 1.000 2,634 Results Vcp [lb]Iconcrete Iseismic Inonductile I Vcp [lb]Vua [lb] 2,634 0.700 1.000 1.000 1,844 186 www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 6 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_Cabinet Page: Specifier: E-Mail: Date: 6 PHX_Structures@tepgroup.net 6/26/2023 4.3 Concrete edge failure in direction y- Vcb = (AVc AVc0)\ed,V \c,V \h,V \parallel,V Vb ACI 318-19 Eq. (17.7.2.1a) I Vcb t Vua ACI 318-19 Table 17.5.2 AVc see ACI 318-19, Section 17.7.2.1, Fig. R 17.7.2.1(b) AVc0 = 4.5 c2 a1 ACI 318-19 Eq. (17.7.2.1.3) \ed,V = 0.7 + 0.3(ca2 1.5ca1)d 1.0 ACI 318-19 Eq. (17.7.2.4.1b) \h,V = √1.5ca1ha t 1.0 ACI 318-19 Eq. (17.7.2.6.1) Vb = (7 (leda)0.2 √da)Oa √f' c c1.5 a1 ACI 318-19 Eq. (17.7.2.2.1a) Variables ca1 [in.]ca2 [in.]\c,V ha [in.]le [in.] 3.000 3.000 1.200 6.000 2.000 Oa da [in.]f' c [psi]\parallel,V 1.000 0.500 3,000 2.000 Calculations AVc [in.2]AVc0 [in.2]\ed,V \h,V Vb [lb] 33.75 40.50 1.000 1.000 1,859 Results Vcb [lb]Iconcrete Iseismic Inonductile I Vcb [lb]Vua [lb] 3,718 0.700 1.000 1.000 2,602 186 5 Combined tension and shear loads, per ACI 318-19 section 17.8 EN EV ]Utilization EN,V [%]Status 0.252 0.101 5/3 13 OK ENV = E] N + E] V <= 1 www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_Cabinet Page: Specifier: E-Mail: Date: 7 PHX_Structures@tepgroup.net 6/26/2023 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • "An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-19, Chapter 17, Section 17.10.5.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.10.5.3 (b), Section 17.10.5.3 (c), or Section 17.10.5.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.10.6.3 (a), Section 17.10.6.3 (b), or Section 17.10.6.3 (c)." • Section 17.10.5.3 (b) / Section 17.10.6.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.10.5.3 (c) / Section 17.10.6.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non-yielding attachment. Section 17.10.5.3 (d) / Section 17.10.6.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by Z0. • Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-19, Section 26.7. Fastening meets the design criteria! www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_Cabinet Page: Specifier: E-Mail: Date: 8 PHX_Structures@tepgroup.net 6/26/2023 7 Installation data Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (2) hnom1 Profile: - Item number: 2210260 KB-TZ2 1/2x3 3/4 SS304 Hole diameter in the fixture: - Maximum installation torque: 481 in.lb Plate thickness (input): - Hole diameter in the base material: 0.500 in. Hole depth in the base material: 2.750 in. Drilling method: Hammer drilled Minimum thickness of the base material: 4.000 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Hilti KB-TZ2 stud anchor with 2.5 in embedment, 1/2 (2) hnom1, Stainless steel, installation per ESR-4266 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit • Manual blow-out pump • Torque controlled cordless impact tool • Torque wrench • Hammer Coordinates Anchor in. Anchor x y c-x c+x c-y c+y 1 0.000 0.000 3.000 - 3.000 - www.hilti.com Hilti PROFIS Engineering 3.0.85 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 Company: Address: Phone I Fax: Design: Fastening point: Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (919) 661-6351 | Gravel Pits CA (411662)_Cabinet Page: Specifier: E-Mail: Date: 9 PHX_Structures@tepgroup.net 6/26/2023 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Date: June 30, 2023 Daneil Dean Tower Engineering Professionals American Tower Corporation 326 Tryon Road 19100 Von Karman, Suite 450 Raleigh, NC 27603 Irvine, CA 92612 (919) 661-6351 (714) 323-6553 PHX_Structures@tepgroup.net Subject: Structural Analysis Report Carrier Designation: Dish Wireless Co-Locate Site Number:LALAX04553B Site Name:N/A ATC Designation:Site Number:411662 Site Name:Gravel Pits CA Engineering Firm Designation:TEP Project Number:236116.863155 Site Data:12340 Lower Azusa Road, Arcadia, Los Angeles County, CA 91006 Latitude 34° 5' 21.98'', Longitude -117° 59' 53.20'' Ice Bridge and Foundation Structural Analysis Dear Daneil Dean, Tower Engineering Professionals is pleased to submit this “Structural Analysis Report”to determine the structural integrity of the above-mentioned structure. The purpose of the analysis is to determine acceptability of the structure stress level. Based on our analysis, we have determined the stress level to be: Ice Bridge Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 95 mph as required by the 2022 California Building Code. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by: Ahmed Taha / PHX Respectfully submitted by: Dan A. Reidenbach, P.E. 06/30/2023 June 30, 2023 Ice Bridge and Foundation Structural Analysis Report 411662 - Gravel Pits CA Page 2 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 - Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A RISA-3D Output 6) APPENDIX B Software Input Calculations 7) APPENDIX C Additional Calculations June 30, 2023 Ice Bridge and Foundation Structural Analysis Report 411662 - Gravel Pits CA Page 3 1) INTRODUCTION The proposed Ice Bridge designed by Commscope. All information provided to TEP was assumed to be accurate and complete. 2) ANALYSIS CRITERIA Building Code: 2022 California Building Code TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 95 mph Exposure Category: C Topographic Factor: 1.0 Seismic Ss: 1.742 Seismic S1: 0.641 Table 1 - Proposed Equipment Configuration Number of Equipment Equipment Model Ice Bridge Details 1 CUI CU12PSM9P8XXX Commscope WB-K110-B 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Reference Source Construction Drawings Tower Engineering Professionals A&E Project No. 236116.367903 Rev. 8 TEP Geotechnical Report Geotechnical Solutions, Inc. Project No. P-1363-01 ATC Ice Bridge Assembly Drawings Commscope WB-K110-B TEP 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 structure and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) The configuration of the proposed loadings is as specified in Table 1. All components have been assumed to be in sufficient condition to carry their full design capacity for 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 anchorage system. June 30, 2023 Ice Bridge and Foundation Structural Analysis Report 411662 - Gravel Pits CA Page 4 4) ANALYSIS RESULTS Table 3 - Component Stresses vs. Capacity Notes Component % Capacity Pass / Fail 1 Ice Bridge Structural 73.5 Pass 1,2 Ice Bridge Foundation Structural 38.8 Pass 1,2 Ice Bridge Foundation Soil Interaction 30.5 Pass Structure Rating (max from all components) = 73.5% Note: 1) See additional documentation in “Appendix A - RISA-3D Output” for calculations supporting the % capacity listed. 2) See additional documentation in “Appendix C - Additional Calculations” for calculations supporting the % capacity listed. 4.1) Recommendations 1) The proposed Ice Bridge has sufficient capacity to carry the proposed load configuration. No modifications are required at this time. June 30, 2023 Ice Bridge and Foundation Structural Analysis Report 411662 - Gravel Pits CA Page 5 APPENDIX A RISA-3D OUTPUT Tower Engineering Profes... AT TEP No. 236116.863155 Gravel Pits CA (411662) SK - 1 June 30, 2023 at 10:47 AM Ice Bridge.r3d Y XZ Envelope Only Solution Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) (Global) Model Settings Display Sections for Member CalcsMax Internal Sections for Member CalcsInclude 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 ToleranceInclude P-Delta for Walls?Automatically Iterate Stiffness for Walls?Max Iterations for Wall StiffnessGravity Acceleration (ft/sec^2)Wall Mesh Size (in)Eigensolution Convergence Tol. (1.E-)Vertical AxisGlobal Member Orientation PlaneStatic SolverDynamic Solver 5 97 YesYesYesYes144.120.50%YesYes332.2124YXZSparse AcceleratedAccelerated 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 AISI S100-16: LRFD None < 100F None None None - Building None Number of Shear Regions Region Spacing Increment (in)Biaxial Column MethodParme Beta Factor (PCA)Concrete Stress BlockUse Cracked Sections?Use Cracked Sections Slab?Bad Framing Warnings?Unused Force Warnings?Min 1 Bar Diam. Spacing?Concrete Rebar SetMin % Steel for ColumnMax % Steel for Column 4 4Exact Integration.65RectangularYesNoNoYesNoREBAR_SET_ASTMA61518 RISA-3D Version 17.0.4 Page 1 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) (Global) Model Settings, Continued Seismic CodeSeismic Base Elevation (ft)Add Base Weight?Ct XCt ZT X (sec)T Z (sec)R XR ZCt Exp. XCt Exp. ZSD1SDSS1TL (sec)Risk CatDrift Cat ASCE 7-16Not EnteredYes.02.02Not EnteredNot Entered33.75.751115I or IIOtherOm ZOm XCd Z Cd X Rho Z Rho X 111 1 1 1 Material Takeoff Material Size Pieces Length[ft] Weight[K]1 Hot Rolled Steel2A36 Gr.36 L1x1x4 9 9 .0133A36 Gr.36 MC6X7 2 3 .0224A53-B-35 PIPE_3.0 Nominal 2 20.2 .1535Total HR Steel 13 32.2 .18867Cold Formed Steel8A570 Gr.33 3CU0.875x078 6 20 .0239A570 Gr.33 Commscope Hanger 3 6.1 .0110Total CF Steel 9 26.1 .0331112Plate Elements Thickness (in)Volume (yds^3)13 gen_Steel .8 2560 0 .31814Total Plates 2560 0 .318 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt1A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.22A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.13A9922900011154.3 .65 .49 50 1.1 65 1.14A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.35A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.36A53-B-35 29000 11154 .3 .65 .49 35 1.5 60 1.2 RISA-3D Version 17.0.4 Page 2 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E5 ... Density[k/ft^3] Yield[ksi] Fu[ksi]1 A570 Gr.33 29500 11346 .3 .65 .49 33 522A607 C1 Gr.55 29500 11346 .3 .65 .49 55 703A362900011154.3 .65 .49 36 58 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design...A [in2] Iyy [in...Izz [in...J [in4] 1 Mast Pipes PIPE_3.0 N...None None A53-B-35 Typical 2.2283.017 3.017 6.0342Bridge Brackets MC6X7 None None A36 Gr.36 Typical 2.09 .603 11.4 .0463Angle Brackets L1x1x4 None None A36 Gr.36 Typical .438 .037 .037 .007 Cold Formed Steel Section Sets Label Shape Type Design Li... Material Design R... A [in2] Iyy [in4] Izz [in4] J [in4]1 Bridge Edges 3CU0.875x078 None None A570 Gr....Typical .34 .021 .397 .000691 2 Unistuts Commscope Hanger None None A570 Gr....Typical .484 .131 .213 .002 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design R...1 MP-1 N3 S1 Mast Pipes None None A53-B-35 Typical2MP-2 N4 S2 Mast Pipes None None A53-B-35 Typical3BB-1 N5 N7 Bridge Brackets None None A36 Gr....Typical4BB-2 N6 N8 Bridge Brackets None None A36 Gr....Typical5BE1-1 N23 N21 Bridge Edges None None A570 G...Typical6BE1-2 N21 N22 Bridge Edges None None A570 G...Typical7BE1-3 N22 N24 Bridge Edges None None A570 G...Typical8BE2-3 N14 N10 Bridge Edges None None A570 G...Typical9BE2-2 N10 N9 Bridge Edges None None A570 G...Typical10BE2-1 N9 N12 Bridge Edges None None A570 G...Typical11BH-1 N20 N22A Unistuts None None A570 G...Typical12BH-2 N16 N20A Unistuts None None A570 G...Typical 13 BH-3 N18 N21A Unistuts None None A570 G...Typical 14 CT1-1 N40 N49 90 Angle Brackets None None A36 Gr....Typical 15 CT1-2 N37 N46 90 Angle Brackets None None A36 Gr....Typical 16 CT1-3 N34A N43 90 Angle Brackets None None A36 Gr....Typical 17 CT2-1 N38 N47 90 Angle Brackets None None A36 Gr....Typical 18 CT2-2 N35 N44 90 Angle Brackets None None A36 Gr....Typical 19 CT2-3 N32A N41 90 Angle Brackets None None A36 Gr....Typical 20 CT3-1 N39 N48 90 Angle Brackets None None A36 Gr....Typical 21 CT3-2 N36 N45 90 Angle Brackets None None A36 Gr....Typical 22 CT3-3 N33A N42 90 Angle Brackets None None A36 Gr....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 MP-1 Yes ** NA **None2MP-2 Yes ** NA **None3BB-1 Yes ** NA **None4BB-2 Yes ** NA **None5BE1-1 Yes ** NA **None6BE1-2 BenPIN BenPIN Yes ** NA **None7BE1-3 Yes ** NA **None8BE2-3 Yes ** NA **None 9 BE2-2 BenPIN BenPIN Yes ** NA **None RISA-3D Version 17.0.4 Page 3 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic...10 BE2-1 Yes ** NA **None11BH-1 Yes ** NA **None12BH-2 Yes ** NA **None13BH-3 Yes ** NA **None14CT1-1 Yes ** NA **None15CT1-2 Yes ** NA **None16CT1-3 Yes ** NA **None17CT2-1 Yes ** NA **None18CT2-2 Yes ** NA **None19CT2-3 Yes ** NA **None20CT3-1 Yes ** NA **None21CT3-2 Yes ** NA **None22CT3-3 Yes ** NA **None Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft]Lcomp bot[ft]L-torq... Kyy Kzz Cb Functi...1 MP-1 Mast Pipes 10.083 2.1 2.1 Lateral 2 MP-2 Mast Pipes 10.083 2.1 2.1 Lateral 3 BB-1 Bridge Bra...1.52 2.1 2.1 Lateral 4 BB-2 Bridge Bra...1.52 2.1 2.1 Lateral 5 CT1-1 Angle Brac...1 .5 .5 2.1 2.1 Lateral 6 CT1-2 Angle Brac...1 .5 .5 2.1 2.1 Lateral 7 CT1-3 Angle Brac...1 .5 .5 2.1 2.1 Lateral 8 CT2-1 Angle Brac...1 .5 .5 2.1 2.1 Lateral 9 CT2-2 Angle Brac...1 .5 .5 2.1 2.1 Lateral 10 CT2-3 Angle Brac...1 .5 .5 2.1 2.1 Lateral 11 CT3-1 Angle Brac...1 .5 .5 2.1 2.1 Lateral 12 CT3-2 Angle Brac...1 .5 .5 2.1 2.1 Lateral 13 CT3-3 Angle Brac...1 .5 .5 2.1 2.1 Lateral Cold Formed Steel Design Parameters Label Shape Length... Lbyy[ft] Lbzz[ft] Lcomp to... Lcomp bo...L-torque[ft] Kyy Kzz Cb R a[ft] Funct...1 BE1-1 Bridge Ed....5 2.1 2.1 Lateral 2 BE1-2 Bridge Ed...9 1 1 Lateral 3 BE1-3 Bridge Ed....5 2.1 2.1 Lateral 4 BE2-3 Bridge Ed....5 2.1 2.1 Lateral 5 BE2-2 Bridge Ed...9 1 1 Lateral 6 BE2-1 Bridge Ed....5 2.1 2.1 Lateral 7 BH-1 Unistuts 2.042 Lateral 8 BH-2 Unistuts 2.042 Lateral 9 BH-3 Unistuts 2.042 Lateral 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 S1 Reaction Reaction Reaction Reaction Reaction Reaction2S2ReactionReactionReactionReactionReactionReaction RISA-3D Version 17.0.4 Page 4 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Basic Load Cases BLC Description Category X Gr...Y Gr...Z Gr... Joint Point Distr... Area(Member) Surface(Plate/Wall)1 Dead None -1 320 Wind - No Ice None 3 22330 Wind - No Ice None 6 44445 Wind - No Ice None 6 44560 Wind - No Ice None 6 44690 Wind - No Ice None 3 227120 Wind - No Ice None 6 448135 Wind - No Ice None 6 449150 Wind - No Ice None 6 4410180 Wind - No Ice None 3 2211210 Wind - No Ice None 6 4412225 Wind - No Ice None 6 4413240 Wind - No Ice None 6 4414270 Wind - No Ice None 3 2215300 Wind - No Ice None 6 4416315 Wind - No Ice None 6 4417330 Wind - No Ice None 6 4418Ice Weight None 3 22190 Wind - Ice None 3 222030 Wind - Ice None 6 442145 Wind - Ice None 6 442260 Wind - Ice None 6 442390 Wind - Ice None 3 2224120 Wind - Ice None 6 4425135 Wind - Ice None 6 4426150 Wind - Ice None 6 4427180 Wind - Ice None 3 2228210 Wind - Ice None 6 4429225 Wind - Ice None 6 4430240 Wind - Ice None 6 4431270 Wind - Ice None 3 2232300 Wind - Ice None 6 4433315 Wind - Ice None 6 4434330 Wind - Ice None 6 4435LmNone36LvNone37Seismic Load X ELX -1 338Seismic Load Z ELZ -1 3 Load Combinations Description S... 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 1.420.9D+1.0 0-Wind Yes Y 1 .9 2 130.9D+1.0 30-Wind Yes Y 1 .9 3 140.9D+1.0 45-Wind Yes Y 1 .9 4 150.9D+1.0 60-Wind Yes Y 1 .9 5 160.9D+1.0 90-Wind Yes Y 1 .9 6 170.9D+1.0 120-Wind Yes Y 1 .9 7 180.9D+1.0 135-Wind Yes Y 1 .9 8 190.9D+1.0 150-Wind Yes Y 1 .9 9 1100.9D+1.0 180-Wind Yes Y 1 .9 10 1110.9D+1.0 210-Wind Yes Y 1 .9 11 1120.9D+1.0 225-Wind Yes Y 1 .9 12 1130.9D+1.0 240-Wind Yes Y 1 .9 13 1140.9D+1.0 270-Wind Yes Y 1 .9 14 1 RISA-3D Version 17.0.4 Page 5 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Load Combinations (Continued) Description S... PDelta S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa...15 0.9D+1.0 300-Wind Yes Y 1 .9 15 1160.9D+1.0 315-Wind Yes Y 1 .9 16 1170.9D+1.0 330-Wind Yes Y 1 .9 17 1181.2D+1.0 0-Wind Yes Y 1 1.2 2 1191.2D+1.0 30-Wind Yes Y 1 1.2 3 1201.2D+1.0 45-Wind Yes Y 1 1.2 4 1211.2D+1.0 60-Wind Yes Y 1 1.2 5 1221.2D+1.0 90-Wind Yes Y 1 1.2 6 1231.2D+1.0 120-Wind Yes Y 1 1.2 7 1241.2D+1.0 135-Wind Yes Y 1 1.2 8 1251.2D+1.0 150-Wind Yes Y 1 1.2 9 1261.2D+1.0 180-Wind Yes Y 1 1.2 10 1271.2D+1.0 210-Wind Yes Y 1 1.2 11 1281.2D+1.0 225-Wind Yes Y 1 1.2 12 1291.2D+1.0 240-Wind Yes Y 1 1.2 13 1301.2D+1.0 270-Wind Yes Y 1 1.2 14 1311.2D+1.0 300-Wind Yes Y 1 1.2 15 1321.2D+1.0 315-Wind Yes Y 1 1.2 16 1331.2D+1.0 330-Wind Yes Y 1 1.2 17 1341.2D+1.0Di+1.0 0-Wind ...Y 1 1.2 18 1 19 1351.2D+1.0Di+1.0 30-Win...Y 1 1.2 18 1 20 1361.2D+1.0Di+1.0 45-Win...Y 1 1.2 18 1 21 1371.2D+1.0Di+1.0 60-Win...Y 1 1.2 18 1 22 1381.2D+1.0Di+1.0 90-Win...Y 1 1.2 18 1 23 1391.2D+1.0Di+1.0 120-Wi...Y 1 1.2 18 1 24 1401.2D+1.0Di+1.0 135-Wi...Y 1 1.2 18 1 25 1411.2D+1.0Di+1.0 150-Wi...Y 1 1.2 18 1 26 1421.2D+1.0Di+1.0 180-Wi...Y 1 1.2 18 1 27 1431.2D+1.0Di+1.0 210-Wi...Y 1 1.2 18 1 28 1441.2D+1.0Di+1.0 225-Wi...Y 1 1.2 18 1 29 1451.2D+1.0Di+1.0 240-Wi...Y 1 1.2 18 1 30 1461.2D+1.0Di+1.0 270-Wi...Y 1 1.2 18 1 31 1471.2D+1.0Di+1.0 300-Wi...Y 1 1.2 18 1 32 1481.2D+1.0Di+1.0 315-Wi...Y 1 1.2 18 1 33 1491.2D+1.0Di+1.0 330-Wi...Y 1 1.2 18 1 34 1501.2D+1.5Lv Yes Y 36 1.5 1 1.2511.2D+1.5Lm+1.0 0-WindYes Y 1 1.2 2 .1 35 1.5521.2D+1.5Lm+1.0 30-WindYes Y 1 1.2 3 .1 35 1.5531.2D+1.5Lm+1.0 45-WindYes Y 1 1.2 4 .1 35 1.5541.2D+1.5Lm+1.0 60-WindYes Y 1 1.2 5 .1 35 1.5551.2D+1.5Lm+1.0 90-WindYes Y 1 1.2 6 .1 35 1.5561.2D+1.5Lm+1.0 120-W...Yes Y 1 1.2 7 .1 35 1.5571.2D+1.5Lm+1.0 135-W...Yes Y 1 1.2 8 .1 35 1.5581.2D+1.5Lm+1.0 150-W...Yes Y 1 1.2 9 .1 35 1.5591.2D+1.5Lm+1.0 180-W...Yes Y 1 1.2 10 .1 35 1.5601.2D+1.5Lm+1.0 210-W...Yes Y 1 1.2 11 .1 35 1.5611.2D+1.5Lm+1.0 225-W...Yes Y 1 1.2 12 .1 35 1.5621.2D+1.5Lm+1.0 240-W...Yes Y 1 1.2 13 .1 35 1.5631.2D+1.5Lm+1.0 270-W...Yes Y 1 1.2 14 .1 35 1.5641.2D+1.5Lm+1.0 300-W...Yes Y 1 1.2 15 .1 35 1.5651.2D+1.5Lm+1.0 315-W...Yes Y 1 1.2 16 .1 35 1.5661.2D+1.5Lm+1.0 330-W...Yes Y 1 1.2 17 .1 35 1.567(1.2+0.2Sds)D+1.0 0 Se...Yes Y 1 1.4...E....581 068(1.2+0.2Sds)D+1.0 30 S...Yes Y 1 1.4...E....503ELZ .2969(1.2+0.2Sds)D+1.0 45 S...Yes Y 1 1.4...E....41 ELZ .4170(1.2+0.2Sds)D+1.0 60 S...Yes Y 1 1.4...E....29 ELZ.503 71 (1.2+0.2Sds)D+1.0 90 S...Yes Y 1 1.4...0 ELZ.581 RISA-3D Version 17.0.4 Page 6 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Load Combinations (Continued) Description S... PDelta S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa...72 (1.2+0.2Sds)D+1.0 120 ...Yes Y 1 1.4...E...-.29ELZ.503 73 (1.2+0.2Sds)D+1.0 135 ...Yes Y 1 1.4...E...-.41ELZ .4174(1.2+0.2Sds)D+1.0 150 ...Yes Y 1 1.4...E...-.503ELZ .2975(1.2+0.2Sds)D+1.0 180 ...Yes Y 1 1.4...E...-.581 076(1.2+0.2Sds)D+1.0 210 ...Yes Y 1 1.4...E...-.503ELZ-.2977(1.2+0.2Sds)D+1.0 225 ...Yes Y 1 1.4...E...-.41ELZ-.4178(1.2+0.2Sds)D+1.0 240 ...Yes Y 1 1.4...E...-.29ELZ-.503 79 (1.2+0.2Sds)D+1.0 270 ...Yes Y 1 1.4...0 ELZ-.581 80 (1.2+0.2Sds)D+1.0 300 ...Yes Y 1 1.4...E....29 ELZ-.503 81 (1.2+0.2Sds)D+1.0 315 ...Yes Y 1 1.4...E....41 ELZ-.4182(1.2+0.2Sds)D+1.0 330 ...Yes Y 1 1.4...E....503ELZ-.2983(0.9-0.2Sds)*DL+1.0 0 ...Yes Y 1 .668 E....581 084(0.9-0.2Sds)*DL+1.0 30 ...Yes Y 1 .668 E....503ELZ .2985(0.9-0.2Sds)*DL+1.0 Se...Yes Y 1 .668 E....41 ELZ .4186(0.9-0.2Sds)*DL+1.0 60 ...Yes Y 1 .668 E....29 ELZ.503 87 (0.9-0.2Sds)*DL+1.0 90 ...Yes Y 1 .668 0 ELZ.581 88 (0.9-0.2Sds)*DL+1.0 12...Yes Y 1 .668 E...-.29ELZ.503 89 (0.9-0.2Sds)*DL+1.0 13...Yes Y 1 .668 E...-.41ELZ .4190(0.9-0.2Sds)*DL+1.0 15...Yes Y 1 .668 E...-.503ELZ .2991(0.9-0.2Sds)*DL+1.0 18...Yes Y 1 .668 E...-.581 092(0.9-0.2Sds)*DL+1.0 21...Yes Y 1 .668 E...-.503ELZ-.2993(0.9-0.2Sds)*DL+1.0 22...Yes Y 1 .668 E...-.41ELZ-.4194(0.9-0.2Sds)*DL+1.0 24...Yes Y 1 .668 E...-.29ELZ-.503 95 (0.9-0.2Sds)*DL+1.0 27...Yes Y 1 .668 0 ELZ-.581 96 (0.9-0.2Sds)*DL+1.0 30...Yes Y 1 .668 E....29 ELZ-.503 97 (0.9-0.2Sds)*DL+1.0 31...Yes Y 1 .668 E....41 ELZ-.4198(0.9-0.2Sds)*DL+1.0 33...Yes Y 1 .668 E....503ELZ-.29 Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1 S1 0 0 -4.5 02S2004.5 03N3010.083333 -4.5 04N4010.083333 4.5 05N509.083333 -4.5 06N609.083333 4.5 07N71.52 9.083333 -4.5 08N81.52 9.083333 4.5 09N9.335 9.083333 -4.5 010N10.335 9.083333 4.5 011N12.335 9.083333 -5 012N14.335 9.083333 5 013N16.835 9.083333 0 014N18.835 9.083333 3 015N20.835 9.083333 -3 016N211.335 9.083333 -4.5 017N221.335 9.083333 4.5 018N231.335 9.083333 -5 019N241.335 9.083333 5 020N20A.835 7.041667 0 021N21A.835 7.041667 3 022N22A.835 7.041667 -3 023N23A.835 7.291667 0 024N24A.835 7.291667 3 025N25.835 7.291667 -3 0 RISA-3D Version 17.0.4 Page 7 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...26 N26 .835 7.791667 0 027N27.835 7.791667 3 028N28.835 7.791667 -3 029N32.835 8.291667 0 030N33.835 8.291667 3 031N34.835 8.291667 -3 032N32A1.335 7.291667 0 033N33A1.335 7.291667 3 034N34A1.335 7.291667 -3 035N351.335 7.791667 0 036N361.335 7.791667 3 037N371.335 7.791667 -3 038N381.335 8.291667 0 039N391.335 8.291667 3 040N401.335 8.291667 -3 041N41.335 7.291667 0 042N42.335 7.291667 3 043N43.335 7.291667 -3 044N44.335 7.791667 0 045N45.335 7.791667 3 046N46.335 7.791667 -3 047N47.335 8.291667 0 048N48.335 8.291667 3 049N49.335 8.291667 -3 050N50.335 9.083333 0 051N51.335 9.083333 3 052N52.335 9.083333 -3 053N531.335 9.083333 0 054N541.335 9.083333 3 055N551.335 9.083333 -3 056N56.835 9.083333 4.5 057N57.835 9.083333 -4.5 058N58.335 9.083333 -4.875 059N59.335 9.083333 -4.75 060N60.335 9.083333 -4.625 061N61.585 9.083333 -5 062N62.585 9.083333 -4.875 063N63.585 9.083333 -4.75 064N64.585 9.083333 -4.625 065N65.585 9.083333 -4.5 066N66.835 9.083333 -5 067N67.835 9.083333 -4.875 068N68.835 9.083333 -4.75 069N69.835 9.083333 -4.625 070N701.085 9.083333 -5 071N711.085 9.083333 -4.875 072N721.085 9.083333 -4.75 073N731.085 9.083333 -4.625 074N741.085 9.083333 -4.5 075N751.335 9.083333 -4.875 076N761.335 9.083333 -4.75 077N771.335 9.083333 -4.625 078N78.335 9.083333 -4.125 079N79.335 9.083333 -3.75 080N80.335 9.083333 -3.375 081N81.46 9.083333 -4.5 082N82.46 9.083333 -4.125 0 RISA-3D Version 17.0.4 Page 8 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...83 N83 .46 9.083333 -3.75 084N84.46 9.083333 -3.375 085N85.46 9.083333 -3 086N86.585 9.083333 -4.125 087N87.585 9.083333 -3.75 088N88.585 9.083333 -3.375 089N89.585 9.083333 -3 090N90.71 9.083333 -4.5 091N91.71 9.083333 -4.125 092N92.71 9.083333 -3.75 093N93.71 9.083333 -3.375 094N94.71 9.083333 -3 095N95.835 9.083333 -4.125 096N96.835 9.083333 -3.75 097N97.835 9.083333 -3.375 098N98.96 9.083333 -4.5 099N99.96 9.083333 -4.125 0100N100.96 9.083333 -3.75 0101N101.96 9.083333 -3.375 0102N102.96 9.083333 -3 0103N1031.085 9.083333 -4.125 0104N1041.085 9.083333 -3.75 0105N1051.085 9.083333 -3.375 0106N1061.085 9.083333 -3 0107N1071.21 9.083333 -4.5 0108N1081.21 9.083333 -4.125 0109N1091.21 9.083333 -3.75 0110N1101.21 9.083333 -3.375 0111N1111.21 9.083333 -3 0112N1121.335 9.083333 -4.125 0113N1131.335 9.083333 -3.75 0114N1141.335 9.083333 -3.375 0115N115.335 9.083333 -2.25 0116N116.335 9.083333 -1.5 0117N117.335 9.083333 -.75 0118N118.46 9.083333 -2.25 0119N119.46 9.083333 -1.5 0120N120.46 9.083333 -.75 0121N121.46 9.083333 0 0122N122.585 9.083333 -2.25 0123N123.585 9.083333 -1.5 0124N124.585 9.083333 -.75 0125N125.585 9.083333 0 0126N126.71 9.083333 -2.25 0127N127.71 9.083333 -1.5 0128N128.71 9.083333 -.75 0129N129.71 9.083333 0 0130N130.835 9.083333 -2.25 0131N131.835 9.083333 -1.5 0132N132.835 9.083333 -.75 0133N133.96 9.083333 -2.25 0134N134.96 9.083333 -1.5 0135N135.96 9.083333 -.75 0136N136.96 9.083333 0 0137N1371.085 9.083333 -2.25 0138N1381.085 9.083333 -1.5 0139N1391.085 9.083333 -.75 0 RISA-3D Version 17.0.4 Page 9 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...140 N140 1.085 9.083333 0 0141N1411.21 9.083333 -2.25 0142N1421.21 9.083333 -1.5 0143N1431.21 9.083333 -.75 0144N1441.21 9.083333 0 0145N1451.335 9.083333 -2.25 0146N1461.335 9.083333 -1.5 0147N1471.335 9.083333 -.75 0148N148.335 9.083333 .75 0149N149.335 9.083333 1.5 0150N150.335 9.083333 2.25 0151N151.46 9.083333 .75 0152N152.46 9.083333 1.5 0153N153.46 9.083333 2.25 0154N154.46 9.083333 3 0155N155.585 9.083333 .75 0156N156.585 9.083333 1.5 0157N157.585 9.083333 2.25 0158N158.585 9.083333 3 0159N159.71 9.083333 .75 0160N160.71 9.083333 1.5 0161N161.71 9.083333 2.25 0162N162.71 9.083333 3 0163N163.835 9.083333 .75 0164N164.835 9.083333 1.5 0165N165.835 9.083333 2.25 0166N166.96 9.083333 .75 0167N167.96 9.083333 1.5 0168N168.96 9.083333 2.25 0169N169.96 9.083333 3 0170N1701.085 9.083333 .75 0171N1711.085 9.083333 1.5 0172N1721.085 9.083333 2.25 0173N1731.085 9.083333 3 0174N1741.21 9.083333 .75 0175N1751.21 9.083333 1.5 0176N1761.21 9.083333 2.25 0177N1771.21 9.083333 3 0178N1781.335 9.083333 .75 0179N1791.335 9.083333 1.5 0180N1801.335 9.083333 2.25 0181N181.335 9.083333 3.375 0182N182.335 9.083333 3.75 0183N183.335 9.083333 4.125 0184N184.46 9.083333 3.375 0185N185.46 9.083333 3.75 0186N186.46 9.083333 4.125 0187N187.46 9.083333 4.5 0188N188.585 9.083333 3.375 0189N189.585 9.083333 3.75 0190N190.585 9.083333 4.125 0191N191.585 9.083333 4.5 0192N192.71 9.083333 3.375 0193N193.71 9.083333 3.75 0194N194.71 9.083333 4.125 0195N195.71 9.083333 4.5 0196N196.835 9.083333 3.375 0 RISA-3D Version 17.0.4 Page 10 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...197 N197 .835 9.083333 3.75 0198N198.835 9.083333 4.125 0199N199.96 9.083333 3.375 0200N200.96 9.083333 3.75 0201N201.96 9.083333 4.125 0202N202.96 9.083333 4.5 0203N2031.085 9.083333 3.375 0204N2041.085 9.083333 3.75 0205N2051.085 9.083333 4.125 0206N2061.085 9.083333 4.5 0207N2071.21 9.083333 3.375 0208N2081.21 9.083333 3.75 0209N2091.21 9.083333 4.125 0210N2101.21 9.083333 4.5 0211N2111.335 9.083333 3.375 0212N2121.335 9.083333 3.75 0213N2131.335 9.083333 4.125 0214N214.335 9.083333 4.625 0215N215.335 9.083333 4.75 0216N216.335 9.083333 4.875 0217N217.585 9.083333 4.625 0218N218.585 9.083333 4.75 0219N219.585 9.083333 4.875 0220N220.585 9.083333 5 0221N221.835 9.083333 4.625 0222N222.835 9.083333 4.75 0223N223.835 9.083333 4.875 0224N224.835 9.083333 5 0225N2251.085 9.083333 4.625 0226N2261.085 9.083333 4.75 0227N2271.085 9.083333 4.875 0228N2281.085 9.083333 5 0229N2291.335 9.083333 4.625 0230N2301.335 9.083333 4.75 0231N2311.335 9.083333 4.875 0232N232.335 9.083333 -4.96875 0233N233.335 9.083333 -4.9375 0234N234.335 9.083333 -4.90625 0235N2350.3975 9.083333 -5 0236N2360.3975 9.083333 -4.96875 0237N2370.3975 9.083333 -4.9375 0238N2380.3975 9.083333 -4.90625 0239N2390.3975 9.083333 -4.875 0240N240.46 9.083333 -5 0241N241.46 9.083333 -4.96875 0242N242.46 9.083333 -4.9375 0243N243.46 9.083333 -4.90625 0244N244.46 9.083333 -4.875 0245N2450.5225 9.083333 -5 0246N2460.5225 9.083333 -4.96875 0247N2470.5225 9.083333 -4.9375 0248N2480.5225 9.083333 -4.90625 0249N2490.5225 9.083333 -4.875 0250N250.585 9.083333 -4.96875 0251N251.585 9.083333 -4.9375 0252N252.585 9.083333 -4.90625 0253N253.335 9.083333 -4.84375 0 RISA-3D Version 17.0.4 Page 11 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...254 N254 .335 9.083333 -4.8125 0255N255.335 9.083333 -4.78125 0256N2560.3975 9.083333 -4.84375 0257N2570.3975 9.083333 -4.8125 0258N2580.3975 9.083333 -4.78125 0259N2590.3975 9.083333 -4.75 0260N260.46 9.083333 -4.84375 0261N261.46 9.083333 -4.8125 0262N262.46 9.083333 -4.78125 0263N263.46 9.083333 -4.75 0264N2640.5225 9.083333 -4.84375 0265N2650.5225 9.083333 -4.8125 0266N2660.5225 9.083333 -4.78125 0267N2670.5225 9.083333 -4.75 0268N268.585 9.083333 -4.84375 0269N269.585 9.083333 -4.8125 0270N270.585 9.083333 -4.78125 0271N271.335 9.083333 -4.71875 0272N272.335 9.083333 -4.6875 0273N273.335 9.083333 -4.65625 0274N2740.3975 9.083333 -4.71875 0275N2750.3975 9.083333 -4.6875 0276N2760.3975 9.083333 -4.65625 0277N2770.3975 9.083333 -4.625 0278N278.46 9.083333 -4.71875 0279N279.46 9.083333 -4.6875 0280N280.46 9.083333 -4.65625 0281N281.46 9.083333 -4.625 0282N2820.5225 9.083333 -4.71875 0283N2830.5225 9.083333 -4.6875 0284N2840.5225 9.083333 -4.65625 0285N2850.5225 9.083333 -4.625 0286N286.585 9.083333 -4.71875 0287N287.585 9.083333 -4.6875 0288N288.585 9.083333 -4.65625 0289N289.335 9.083333 -4.59375 0290N290.335 9.083333 -4.5625 0291N291.335 9.083333 -4.53125 0292N2920.3975 9.083333 -4.59375 0293N2930.3975 9.083333 -4.5625 0294N2940.3975 9.083333 -4.53125 0295N2950.3975 9.083333 -4.5 0296N296.46 9.083333 -4.59375 0297N297.46 9.083333 -4.5625 0298N298.46 9.083333 -4.53125 0299N2990.5225 9.083333 -4.59375 0300N3000.5225 9.083333 -4.5625 0301N3010.5225 9.083333 -4.53125 0302N3020.5225 9.083333 -4.5 0303N303.585 9.083333 -4.59375 0304N304.585 9.083333 -4.5625 0305N305.585 9.083333 -4.53125 0306N3060.6475 9.083333 -5 0307N3070.6475 9.083333 -4.96875 0308N3080.6475 9.083333 -4.9375 0309N3090.6475 9.083333 -4.90625 0310N3100.6475 9.083333 -4.875 0 RISA-3D Version 17.0.4 Page 12 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...311 N311 .71 9.083333 -5 0312N312.71 9.083333 -4.96875 0313N313.71 9.083333 -4.9375 0314N314.71 9.083333 -4.90625 0315N315.71 9.083333 -4.875 0316N3160.7725 9.083333 -5 0317N3170.7725 9.083333 -4.96875 0318N3180.7725 9.083333 -4.9375 0319N3190.7725 9.083333 -4.90625 0320N3200.7725 9.083333 -4.875 0321N321.835 9.083333 -4.96875 0322N322.835 9.083333 -4.9375 0323N323.835 9.083333 -4.90625 0324N3240.6475 9.083333 -4.84375 0325N3250.6475 9.083333 -4.8125 0326N3260.6475 9.083333 -4.78125 0327N3270.6475 9.083333 -4.75 0328N328.71 9.083333 -4.84375 0329N329.71 9.083333 -4.8125 0330N330.71 9.083333 -4.78125 0331N331.71 9.083333 -4.75 0332N3320.7725 9.083333 -4.84375 0333N3330.7725 9.083333 -4.8125 0334N3340.7725 9.083333 -4.78125 0335N3350.7725 9.083333 -4.75 0336N336.835 9.083333 -4.84375 0337N337.835 9.083333 -4.8125 0338N338.835 9.083333 -4.78125 0339N3390.6475 9.083333 -4.71875 0340N3400.6475 9.083333 -4.6875 0341N3410.6475 9.083333 -4.65625 0342N3420.6475 9.083333 -4.625 0343N343.71 9.083333 -4.71875 0344N344.71 9.083333 -4.6875 0345N345.71 9.083333 -4.65625 0346N346.71 9.083333 -4.625 0347N3470.7725 9.083333 -4.71875 0348N3480.7725 9.083333 -4.6875 0349N3490.7725 9.083333 -4.65625 0350N3500.7725 9.083333 -4.625 0351N351.835 9.083333 -4.71875 0352N352.835 9.083333 -4.6875 0353N353.835 9.083333 -4.65625 0354N3540.6475 9.083333 -4.59375 0355N3550.6475 9.083333 -4.5625 0356N3560.6475 9.083333 -4.53125 0357N3570.6475 9.083333 -4.5 0358N358.71 9.083333 -4.59375 0359N359.71 9.083333 -4.5625 0360N360.71 9.083333 -4.53125 0361N3610.7725 9.083333 -4.59375 0362N3620.7725 9.083333 -4.5625 0363N3630.7725 9.083333 -4.53125 0364N3640.7725 9.083333 -4.5 0365N365.835 9.083333 -4.59375 0366N366.835 9.083333 -4.5625 0367N367.835 9.083333 -4.53125 0 RISA-3D Version 17.0.4 Page 13 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...368 N368 0.8975 9.083333 -5 0369N3690.8975 9.083333 -4.96875 0370N3700.8975 9.083333 -4.9375 0371N3710.8975 9.083333 -4.90625 0372N3720.8975 9.083333 -4.875 0373N373.96 9.083333 -5 0374N374.96 9.083333 -4.96875 0375N375.96 9.083333 -4.9375 0376N376.96 9.083333 -4.90625 0377N377.96 9.083333 -4.875 0378N3781.0225 9.083333 -5 0379N3791.0225 9.083333 -4.96875 0380N3801.0225 9.083333 -4.9375 0381N3811.0225 9.083333 -4.90625 0382N3821.0225 9.083333 -4.875 0383N3831.085 9.083333 -4.96875 0384N3841.085 9.083333 -4.9375 0385N3851.085 9.083333 -4.90625 0386N3860.8975 9.083333 -4.84375 0387N3870.8975 9.083333 -4.8125 0388N3880.8975 9.083333 -4.78125 0389N3890.8975 9.083333 -4.75 0390N390.96 9.083333 -4.84375 0391N391.96 9.083333 -4.8125 0392N392.96 9.083333 -4.78125 0393N393.96 9.083333 -4.75 0394N3941.0225 9.083333 -4.84375 0395N3951.0225 9.083333 -4.8125 0396N3961.0225 9.083333 -4.78125 0397N3971.0225 9.083333 -4.75 0398N3981.085 9.083333 -4.84375 0399N3991.085 9.083333 -4.8125 0400N4001.085 9.083333 -4.78125 0401N4010.8975 9.083333 -4.71875 0402N4020.8975 9.083333 -4.6875 0403N4030.8975 9.083333 -4.65625 0404N4040.8975 9.083333 -4.625 0405N405.96 9.083333 -4.71875 0406N406.96 9.083333 -4.6875 0407N407.96 9.083333 -4.65625 0408N408.96 9.083333 -4.625 0409N4091.0225 9.083333 -4.71875 0410N4101.0225 9.083333 -4.6875 0411N4111.0225 9.083333 -4.65625 0412N4121.0225 9.083333 -4.625 0413N4131.085 9.083333 -4.71875 0414N4141.085 9.083333 -4.6875 0415N4151.085 9.083333 -4.65625 0416N4160.8975 9.083333 -4.59375 0417N4170.8975 9.083333 -4.5625 0418N4180.8975 9.083333 -4.53125 0419N4190.8975 9.083333 -4.5 0420N420.96 9.083333 -4.59375 0421N421.96 9.083333 -4.5625 0422N422.96 9.083333 -4.53125 0423N4231.0225 9.083333 -4.59375 0424N4241.0225 9.083333 -4.5625 0 RISA-3D Version 17.0.4 Page 14 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...425 N425 1.0225 9.083333 -4.53125 0426N4261.0225 9.083333 -4.5 0427N4271.085 9.083333 -4.59375 0428N4281.085 9.083333 -4.5625 0429N4291.085 9.083333 -4.53125 0430N4301.1475 9.083333 -5 0431N4311.1475 9.083333 -4.96875 0432N4321.1475 9.083333 -4.9375 0433N4331.1475 9.083333 -4.90625 0434N4341.1475 9.083333 -4.875 0435N4351.21 9.083333 -5 0436N4361.21 9.083333 -4.96875 0437N4371.21 9.083333 -4.9375 0438N4381.21 9.083333 -4.90625 0439N4391.21 9.083333 -4.875 0440N4401.2725 9.083333 -5 0441N4411.2725 9.083333 -4.96875 0442N4421.2725 9.083333 -4.9375 0443N4431.2725 9.083333 -4.90625 0444N4441.2725 9.083333 -4.875 0445N4451.335 9.083333 -4.96875 0446N4461.335 9.083333 -4.9375 0447N4471.335 9.083333 -4.90625 0448N4481.1475 9.083333 -4.84375 0449N4491.1475 9.083333 -4.8125 0450N4501.1475 9.083333 -4.78125 0451N4511.1475 9.083333 -4.75 0452N4521.21 9.083333 -4.84375 0453N4531.21 9.083333 -4.8125 0454N4541.21 9.083333 -4.78125 0455N4551.21 9.083333 -4.75 0456N4561.2725 9.083333 -4.84375 0457N4571.2725 9.083333 -4.8125 0458N4581.2725 9.083333 -4.78125 0459N4591.2725 9.083333 -4.75 0460N4601.335 9.083333 -4.84375 0461N4611.335 9.083333 -4.8125 0462N4621.335 9.083333 -4.78125 0463N4631.1475 9.083333 -4.71875 0464N4641.1475 9.083333 -4.6875 0465N4651.1475 9.083333 -4.65625 0466N4661.1475 9.083333 -4.625 0467N4671.21 9.083333 -4.71875 0468N4681.21 9.083333 -4.6875 0469N4691.21 9.083333 -4.65625 0470N4701.21 9.083333 -4.625 0471N4711.2725 9.083333 -4.71875 0472N4721.2725 9.083333 -4.6875 0473N4731.2725 9.083333 -4.65625 0474N4741.2725 9.083333 -4.625 0475N4751.335 9.083333 -4.71875 0476N4761.335 9.083333 -4.6875 0477N4771.335 9.083333 -4.65625 0478N4781.1475 9.083333 -4.59375 0479N4791.1475 9.083333 -4.5625 0480N4801.1475 9.083333 -4.53125 0481N4811.1475 9.083333 -4.5 0 RISA-3D Version 17.0.4 Page 15 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...482 N482 1.21 9.083333 -4.59375 0483N4831.21 9.083333 -4.5625 0484N4841.21 9.083333 -4.53125 0485N4851.2725 9.083333 -4.59375 0486N4861.2725 9.083333 -4.5625 0487N4871.2725 9.083333 -4.53125 0488N4881.2725 9.083333 -4.5 0489N4891.335 9.083333 -4.59375 0490N4901.335 9.083333 -4.5625 0491N4911.335 9.083333 -4.53125 0492N492.335 9.083333 -4.40625 0493N493.335 9.083333 -4.3125 0494N494.335 9.083333 -4.21875 0495N4950.36625 9.083333 -4.5 0496N4960.36625 9.083333 -4.40625 0497N4970.36625 9.083333 -4.3125 0498N4980.36625 9.083333 -4.21875 0499N4990.36625 9.083333 -4.125 0500N5000.3975 9.083333 -4.40625 0501N5010.3975 9.083333 -4.3125 0502N5020.3975 9.083333 -4.21875 0503N5030.3975 9.083333 -4.125 0504N5040.42875 9.083333 -4.5 0505N5050.42875 9.083333 -4.40625 0506N5060.42875 9.083333 -4.3125 0507N5070.42875 9.083333 -4.21875 0508N5080.42875 9.083333 -4.125 0509N509.46 9.083333 -4.40625 0510N510.46 9.083333 -4.3125 0511N511.46 9.083333 -4.21875 0512N512.335 9.083333 -4.03125 0513N513.335 9.083333 -3.9375 0514N514.335 9.083333 -3.84375 0515N5150.36625 9.083333 -4.03125 0516N5160.36625 9.083333 -3.9375 0517N5170.36625 9.083333 -3.84375 0518N5180.36625 9.083333 -3.75 0519N5190.3975 9.083333 -4.03125 0520N5200.3975 9.083333 -3.9375 0521N5210.3975 9.083333 -3.84375 0522N5220.3975 9.083333 -3.75 0523N5230.42875 9.083333 -4.03125 0524N5240.42875 9.083333 -3.9375 0525N5250.42875 9.083333 -3.84375 0526N5260.42875 9.083333 -3.75 0527N527.46 9.083333 -4.03125 0528N528.46 9.083333 -3.9375 0529N529.46 9.083333 -3.84375 0530N530.335 9.083333 -3.65625 0531N531.335 9.083333 -3.5625 0532N532.335 9.083333 -3.46875 0533N5330.36625 9.083333 -3.65625 0534N5340.36625 9.083333 -3.5625 0535N5350.36625 9.083333 -3.46875 0536N5360.36625 9.083333 -3.375 0537N5370.3975 9.083333 -3.65625 0538N5380.3975 9.083333 -3.5625 0 RISA-3D Version 17.0.4 Page 16 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...539 N539 0.3975 9.083333 -3.46875 0540N5400.3975 9.083333 -3.375 0541N5410.42875 9.083333 -3.65625 0542N5420.42875 9.083333 -3.5625 0543N5430.42875 9.083333 -3.46875 0544N5440.42875 9.083333 -3.375 0545N545.46 9.083333 -3.65625 0546N546.46 9.083333 -3.5625 0547N547.46 9.083333 -3.46875 0548N548.335 9.083333 -3.28125 0549N549.335 9.083333 -3.1875 0550N550.335 9.083333 -3.09375 0551N5510.36625 9.083333 -3.28125 0552N5520.36625 9.083333 -3.1875 0553N5530.36625 9.083333 -3.09375 0554N5540.36625 9.083333 -3 0555N5550.3975 9.083333 -3.28125 0556N5560.3975 9.083333 -3.1875 0557N5570.3975 9.083333 -3.09375 0558N5580.3975 9.083333 -3 0559N5590.42875 9.083333 -3.28125 0560N5600.42875 9.083333 -3.1875 0561N5610.42875 9.083333 -3.09375 0562N5620.42875 9.083333 -3 0563N563.46 9.083333 -3.28125 0564N564.46 9.083333 -3.1875 0565N565.46 9.083333 -3.09375 0566N5660.49125 9.083333 -4.5 0567N5670.49125 9.083333 -4.40625 0568N5680.49125 9.083333 -4.3125 0569N5690.49125 9.083333 -4.21875 0570N5700.49125 9.083333 -4.125 0571N5710.5225 9.083333 -4.40625 0572N5720.5225 9.083333 -4.3125 0573N5730.5225 9.083333 -4.21875 0574N5740.5225 9.083333 -4.125 0575N5750.55375 9.083333 -4.5 0576N5760.55375 9.083333 -4.40625 0577N5770.55375 9.083333 -4.3125 0578N5780.55375 9.083333 -4.21875 0579N5790.55375 9.083333 -4.125 0580N580.585 9.083333 -4.40625 0581N581.585 9.083333 -4.3125 0582N582.585 9.083333 -4.21875 0583N5830.49125 9.083333 -4.03125 0584N5840.49125 9.083333 -3.9375 0585N5850.49125 9.083333 -3.84375 0586N5860.49125 9.083333 -3.75 0587N5870.5225 9.083333 -4.03125 0588N5880.5225 9.083333 -3.9375 0589N5890.5225 9.083333 -3.84375 0590N5900.5225 9.083333 -3.75 0591N5910.55375 9.083333 -4.03125 0592N5920.55375 9.083333 -3.9375 0593N5930.55375 9.083333 -3.84375 0594N5940.55375 9.083333 -3.75 0595N595.585 9.083333 -4.03125 0 RISA-3D Version 17.0.4 Page 17 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...596 N596 .585 9.083333 -3.9375 0597N597.585 9.083333 -3.84375 0598N5980.49125 9.083333 -3.65625 0599N5990.49125 9.083333 -3.5625 0600N6000.49125 9.083333 -3.46875 0601N6010.49125 9.083333 -3.375 0602N6020.5225 9.083333 -3.65625 0603N6030.5225 9.083333 -3.5625 0604N6040.5225 9.083333 -3.46875 0605N6050.5225 9.083333 -3.375 0606N6060.55375 9.083333 -3.65625 0607N6070.55375 9.083333 -3.5625 0608N6080.55375 9.083333 -3.46875 0609N6090.55375 9.083333 -3.375 0610N610.585 9.083333 -3.65625 0611N611.585 9.083333 -3.5625 0612N612.585 9.083333 -3.46875 0613N6130.49125 9.083333 -3.28125 0614N6140.49125 9.083333 -3.1875 0615N6150.49125 9.083333 -3.09375 0616N6160.49125 9.083333 -3 0617N6170.5225 9.083333 -3.28125 0618N6180.5225 9.083333 -3.1875 0619N6190.5225 9.083333 -3.09375 0620N6200.5225 9.083333 -3 0621N6210.55375 9.083333 -3.28125 0622N6220.55375 9.083333 -3.1875 0623N6230.55375 9.083333 -3.09375 0624N6240.55375 9.083333 -3 0625N625.585 9.083333 -3.28125 0626N626.585 9.083333 -3.1875 0627N627.585 9.083333 -3.09375 0628N6280.61625 9.083333 -4.5 0629N6290.61625 9.083333 -4.40625 0630N6300.61625 9.083333 -4.3125 0631N6310.61625 9.083333 -4.21875 0632N6320.61625 9.083333 -4.125 0633N6330.6475 9.083333 -4.40625 0634N6340.6475 9.083333 -4.3125 0635N6350.6475 9.083333 -4.21875 0636N6360.6475 9.083333 -4.125 0637N6370.67875 9.083333 -4.5 0638N6380.67875 9.083333 -4.40625 0639N6390.67875 9.083333 -4.3125 0640N6400.67875 9.083333 -4.21875 0641N6410.67875 9.083333 -4.125 0642N642.71 9.083333 -4.40625 0643N643.71 9.083333 -4.3125 0644N644.71 9.083333 -4.21875 0645N6450.61625 9.083333 -4.03125 0646N6460.61625 9.083333 -3.9375 0647N6470.61625 9.083333 -3.84375 0648N6480.61625 9.083333 -3.75 0649N6490.6475 9.083333 -4.03125 0650N6500.6475 9.083333 -3.9375 0651N6510.6475 9.083333 -3.84375 0652N6520.6475 9.083333 -3.75 0 RISA-3D Version 17.0.4 Page 18 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...653 N653 0.67875 9.083333 -4.03125 0654N6540.67875 9.083333 -3.9375 0655N6550.67875 9.083333 -3.84375 0656N6560.67875 9.083333 -3.75 0657N657.71 9.083333 -4.03125 0658N658.71 9.083333 -3.9375 0659N659.71 9.083333 -3.84375 0660N6600.61625 9.083333 -3.65625 0661N6610.61625 9.083333 -3.5625 0662N6620.61625 9.083333 -3.46875 0663N6630.61625 9.083333 -3.375 0664N6640.6475 9.083333 -3.65625 0665N6650.6475 9.083333 -3.5625 0666N6660.6475 9.083333 -3.46875 0667N6670.6475 9.083333 -3.375 0668N6680.67875 9.083333 -3.65625 0669N6690.67875 9.083333 -3.5625 0670N6700.67875 9.083333 -3.46875 0671N6710.67875 9.083333 -3.375 0672N672.71 9.083333 -3.65625 0673N673.71 9.083333 -3.5625 0674N674.71 9.083333 -3.46875 0675N6750.61625 9.083333 -3.28125 0676N6760.61625 9.083333 -3.1875 0677N6770.61625 9.083333 -3.09375 0678N6780.61625 9.083333 -3 0679N6790.6475 9.083333 -3.28125 0680N6800.6475 9.083333 -3.1875 0681N6810.6475 9.083333 -3.09375 0682N6820.6475 9.083333 -3 0683N6830.67875 9.083333 -3.28125 0684N6840.67875 9.083333 -3.1875 0685N6850.67875 9.083333 -3.09375 0686N6860.67875 9.083333 -3 0687N687.71 9.083333 -3.28125 0688N688.71 9.083333 -3.1875 0689N689.71 9.083333 -3.09375 0690N6900.74125 9.083333 -4.5 0691N6910.74125 9.083333 -4.40625 0692N6920.74125 9.083333 -4.3125 0693N6930.74125 9.083333 -4.21875 0694N6940.74125 9.083333 -4.125 0695N6950.7725 9.083333 -4.40625 0696N6960.7725 9.083333 -4.3125 0697N6970.7725 9.083333 -4.21875 0698N6980.7725 9.083333 -4.125 0699N6990.80375 9.083333 -4.5 0700N7000.80375 9.083333 -4.40625 0701N7010.80375 9.083333 -4.3125 0702N7020.80375 9.083333 -4.21875 0703N7030.80375 9.083333 -4.125 0704N704.835 9.083333 -4.40625 0705N705.835 9.083333 -4.3125 0706N706.835 9.083333 -4.21875 0707N7070.74125 9.083333 -4.03125 0708N7080.74125 9.083333 -3.9375 0709N7090.74125 9.083333 -3.84375 0 RISA-3D Version 17.0.4 Page 19 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...710 N710 0.74125 9.083333 -3.75 0711N7110.7725 9.083333 -4.03125 0712N7120.7725 9.083333 -3.9375 0713N7130.7725 9.083333 -3.84375 0714N7140.7725 9.083333 -3.75 0715N7150.80375 9.083333 -4.03125 0716N7160.80375 9.083333 -3.9375 0717N7170.80375 9.083333 -3.84375 0718N7180.80375 9.083333 -3.75 0719N719.835 9.083333 -4.03125 0720N720.835 9.083333 -3.9375 0721N721.835 9.083333 -3.84375 0722N7220.74125 9.083333 -3.65625 0723N7230.74125 9.083333 -3.5625 0724N7240.74125 9.083333 -3.46875 0725N7250.74125 9.083333 -3.375 0726N7260.7725 9.083333 -3.65625 0727N7270.7725 9.083333 -3.5625 0728N7280.7725 9.083333 -3.46875 0729N7290.7725 9.083333 -3.375 0730N7300.80375 9.083333 -3.65625 0731N7310.80375 9.083333 -3.5625 0732N7320.80375 9.083333 -3.46875 0733N7330.80375 9.083333 -3.375 0734N734.835 9.083333 -3.65625 0735N735.835 9.083333 -3.5625 0736N736.835 9.083333 -3.46875 0737N7370.74125 9.083333 -3.28125 0738N7380.74125 9.083333 -3.1875 0739N7390.74125 9.083333 -3.09375 0740N7400.74125 9.083333 -3 0741N7410.7725 9.083333 -3.28125 0742N7420.7725 9.083333 -3.1875 0743N7430.7725 9.083333 -3.09375 0744N7440.7725 9.083333 -3 0745N7450.80375 9.083333 -3.28125 0746N7460.80375 9.083333 -3.1875 0747N7470.80375 9.083333 -3.09375 0748N7480.80375 9.083333 -3 0749N749.835 9.083333 -3.28125 0750N750.835 9.083333 -3.1875 0751N751.835 9.083333 -3.09375 0752N7520.86625 9.083333 -4.5 0753N7530.86625 9.083333 -4.40625 0754N7540.86625 9.083333 -4.3125 0755N7550.86625 9.083333 -4.21875 0756N7560.86625 9.083333 -4.125 0757N7570.8975 9.083333 -4.40625 0758N7580.8975 9.083333 -4.3125 0759N7590.8975 9.083333 -4.21875 0760N7600.8975 9.083333 -4.125 0761N7610.92875 9.083333 -4.5 0762N7620.92875 9.083333 -4.40625 0763N7630.92875 9.083333 -4.3125 0764N7640.92875 9.083333 -4.21875 0765N7650.92875 9.083333 -4.125 0766N766.96 9.083333 -4.40625 0 RISA-3D Version 17.0.4 Page 20 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...767 N767 .96 9.083333 -4.3125 0768N768.96 9.083333 -4.21875 0769N7690.86625 9.083333 -4.03125 0770N7700.86625 9.083333 -3.9375 0771N7710.86625 9.083333 -3.84375 0772N7720.86625 9.083333 -3.75 0773N7730.8975 9.083333 -4.03125 0774N7740.8975 9.083333 -3.9375 0775N7750.8975 9.083333 -3.84375 0776N7760.8975 9.083333 -3.75 0777N7770.92875 9.083333 -4.03125 0778N7780.92875 9.083333 -3.9375 0779N7790.92875 9.083333 -3.84375 0780N7800.92875 9.083333 -3.75 0781N781.96 9.083333 -4.03125 0782N782.96 9.083333 -3.9375 0783N783.96 9.083333 -3.84375 0784N7840.86625 9.083333 -3.65625 0785N7850.86625 9.083333 -3.5625 0786N7860.86625 9.083333 -3.46875 0787N7870.86625 9.083333 -3.375 0788N7880.8975 9.083333 -3.65625 0789N7890.8975 9.083333 -3.5625 0790N7900.8975 9.083333 -3.46875 0791N7910.8975 9.083333 -3.375 0792N7920.92875 9.083333 -3.65625 0793N7930.92875 9.083333 -3.5625 0794N7940.92875 9.083333 -3.46875 0795N7950.92875 9.083333 -3.375 0796N796.96 9.083333 -3.65625 0797N797.96 9.083333 -3.5625 0798N798.96 9.083333 -3.46875 0799N7990.86625 9.083333 -3.28125 0800N8000.86625 9.083333 -3.1875 0801N8010.86625 9.083333 -3.09375 0802N8020.86625 9.083333 -3 0803N8030.8975 9.083333 -3.28125 0804N8040.8975 9.083333 -3.1875 0805N8050.8975 9.083333 -3.09375 0806N8060.8975 9.083333 -3 0807N8070.92875 9.083333 -3.28125 0808N8080.92875 9.083333 -3.1875 0809N8090.92875 9.083333 -3.09375 0810N8100.92875 9.083333 -3 0811N811.96 9.083333 -3.28125 0812N812.96 9.083333 -3.1875 0813N813.96 9.083333 -3.09375 0814N8140.99125 9.083333 -4.5 0815N8150.99125 9.083333 -4.40625 0816N8160.99125 9.083333 -4.3125 0817N8170.99125 9.083333 -4.21875 0818N8180.99125 9.083333 -4.125 0819N8191.0225 9.083333 -4.40625 0820N8201.0225 9.083333 -4.3125 0821N8211.0225 9.083333 -4.21875 0822N8221.0225 9.083333 -4.125 0823N8231.05375 9.083333 -4.5 0 RISA-3D Version 17.0.4 Page 21 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...824 N824 1.05375 9.083333 -4.40625 0825N8251.05375 9.083333 -4.3125 0826N8261.05375 9.083333 -4.21875 0827N8271.05375 9.083333 -4.125 0828N8281.085 9.083333 -4.40625 0829N8291.085 9.083333 -4.3125 0830N8301.085 9.083333 -4.21875 0831N8310.99125 9.083333 -4.03125 0832N8320.99125 9.083333 -3.9375 0833N8330.99125 9.083333 -3.84375 0834N8340.99125 9.083333 -3.75 0835N8351.0225 9.083333 -4.03125 0836N8361.0225 9.083333 -3.9375 0837N8371.0225 9.083333 -3.84375 0838N8381.0225 9.083333 -3.75 0839N8391.05375 9.083333 -4.03125 0840N8401.05375 9.083333 -3.9375 0841N8411.05375 9.083333 -3.84375 0842N8421.05375 9.083333 -3.75 0843N8431.085 9.083333 -4.03125 0844N8441.085 9.083333 -3.9375 0845N8451.085 9.083333 -3.84375 0846N8460.99125 9.083333 -3.65625 0847N8470.99125 9.083333 -3.5625 0848N8480.99125 9.083333 -3.46875 0849N8490.99125 9.083333 -3.375 0850N8501.0225 9.083333 -3.65625 0851N8511.0225 9.083333 -3.5625 0852N8521.0225 9.083333 -3.46875 0853N8531.0225 9.083333 -3.375 0854N8541.05375 9.083333 -3.65625 0855N8551.05375 9.083333 -3.5625 0856N8561.05375 9.083333 -3.46875 0857N8571.05375 9.083333 -3.375 0858N8581.085 9.083333 -3.65625 0859N8591.085 9.083333 -3.5625 0860N8601.085 9.083333 -3.46875 0861N8610.99125 9.083333 -3.28125 0862N8620.99125 9.083333 -3.1875 0863N8630.99125 9.083333 -3.09375 0864N8640.99125 9.083333 -3 0865N8651.0225 9.083333 -3.28125 0866N8661.0225 9.083333 -3.1875 0867N8671.0225 9.083333 -3.09375 0868N8681.0225 9.083333 -3 0869N8691.05375 9.083333 -3.28125 0870N8701.05375 9.083333 -3.1875 0871N8711.05375 9.083333 -3.09375 0872N8721.05375 9.083333 -3 0873N8731.085 9.083333 -3.28125 0874N8741.085 9.083333 -3.1875 0875N8751.085 9.083333 -3.09375 0876N8761.11625 9.083333 -4.5 0877N8771.11625 9.083333 -4.40625 0878N8781.11625 9.083333 -4.3125 0879N8791.11625 9.083333 -4.21875 0880N8801.11625 9.083333 -4.125 0 RISA-3D Version 17.0.4 Page 22 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...881 N881 1.1475 9.083333 -4.40625 0882N8821.1475 9.083333 -4.3125 0883N8831.1475 9.083333 -4.21875 0884N8841.1475 9.083333 -4.125 0885N8851.17875 9.083333 -4.5 0886N8861.17875 9.083333 -4.40625 0887N8871.17875 9.083333 -4.3125 0888N8881.17875 9.083333 -4.21875 0889N8891.17875 9.083333 -4.125 0890N8901.21 9.083333 -4.40625 0891N8911.21 9.083333 -4.3125 0892N8921.21 9.083333 -4.21875 0893N8931.11625 9.083333 -4.03125 0894N8941.11625 9.083333 -3.9375 0895N8951.11625 9.083333 -3.84375 0896N8961.11625 9.083333 -3.75 0897N8971.1475 9.083333 -4.03125 0898N8981.1475 9.083333 -3.9375 0899N8991.1475 9.083333 -3.84375 0900N9001.1475 9.083333 -3.75 0901N9011.17875 9.083333 -4.03125 0902N9021.17875 9.083333 -3.9375 0903N9031.17875 9.083333 -3.84375 0904N9041.17875 9.083333 -3.75 0905N9051.21 9.083333 -4.03125 0906N9061.21 9.083333 -3.9375 0907N9071.21 9.083333 -3.84375 0908N9081.11625 9.083333 -3.65625 0909N9091.11625 9.083333 -3.5625 0910N9101.11625 9.083333 -3.46875 0911N9111.11625 9.083333 -3.375 0912N9121.1475 9.083333 -3.65625 0913N9131.1475 9.083333 -3.5625 0914N9141.1475 9.083333 -3.46875 0915N9151.1475 9.083333 -3.375 0916N9161.17875 9.083333 -3.65625 0917N9171.17875 9.083333 -3.5625 0918N9181.17875 9.083333 -3.46875 0919N9191.17875 9.083333 -3.375 0920N9201.21 9.083333 -3.65625 0921N9211.21 9.083333 -3.5625 0922N9221.21 9.083333 -3.46875 0923N9231.11625 9.083333 -3.28125 0924N9241.11625 9.083333 -3.1875 0925N9251.11625 9.083333 -3.09375 0926N9261.11625 9.083333 -3 0927N9271.1475 9.083333 -3.28125 0928N9281.1475 9.083333 -3.1875 0929N9291.1475 9.083333 -3.09375 0930N9301.1475 9.083333 -3 0931N9311.17875 9.083333 -3.28125 0932N9321.17875 9.083333 -3.1875 0933N9331.17875 9.083333 -3.09375 0934N9341.17875 9.083333 -3 0935N9351.21 9.083333 -3.28125 0936N9361.21 9.083333 -3.1875 0937N9371.21 9.083333 -3.09375 0 RISA-3D Version 17.0.4 Page 23 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...938 N938 1.24125 9.083333 -4.5 0939N9391.24125 9.083333 -4.40625 0940N9401.24125 9.083333 -4.3125 0941N9411.24125 9.083333 -4.21875 0942N9421.24125 9.083333 -4.125 0943N9431.2725 9.083333 -4.40625 0944N9441.2725 9.083333 -4.3125 0945N9451.2725 9.083333 -4.21875 0946N9461.2725 9.083333 -4.125 0947N9471.30375 9.083333 -4.5 0948N9481.30375 9.083333 -4.40625 0949N9491.30375 9.083333 -4.3125 0950N9501.30375 9.083333 -4.21875 0951N9511.30375 9.083333 -4.125 0952N9521.335 9.083333 -4.40625 0953N9531.335 9.083333 -4.3125 0954N9541.335 9.083333 -4.21875 0955N9551.24125 9.083333 -4.03125 0956N9561.24125 9.083333 -3.9375 0957N9571.24125 9.083333 -3.84375 0958N9581.24125 9.083333 -3.75 0959N9591.2725 9.083333 -4.03125 0960N9601.2725 9.083333 -3.9375 0961N9611.2725 9.083333 -3.84375 0962N9621.2725 9.083333 -3.75 0963N9631.30375 9.083333 -4.03125 0964N9641.30375 9.083333 -3.9375 0965N9651.30375 9.083333 -3.84375 0966N9661.30375 9.083333 -3.75 0967N9671.335 9.083333 -4.03125 0968N9681.335 9.083333 -3.9375 0969N9691.335 9.083333 -3.84375 0970N9701.24125 9.083333 -3.65625 0971N9711.24125 9.083333 -3.5625 0972N9721.24125 9.083333 -3.46875 0973N9731.24125 9.083333 -3.375 0974N9741.2725 9.083333 -3.65625 0975N9751.2725 9.083333 -3.5625 0976N9761.2725 9.083333 -3.46875 0977N9771.2725 9.083333 -3.375 0978N9781.30375 9.083333 -3.65625 0979N9791.30375 9.083333 -3.5625 0980N9801.30375 9.083333 -3.46875 0981N9811.30375 9.083333 -3.375 0982N9821.335 9.083333 -3.65625 0983N9831.335 9.083333 -3.5625 0984N9841.335 9.083333 -3.46875 0985N9851.24125 9.083333 -3.28125 0986N9861.24125 9.083333 -3.1875 0987N9871.24125 9.083333 -3.09375 0988N9881.24125 9.083333 -3 0989N9891.2725 9.083333 -3.28125 0990N9901.2725 9.083333 -3.1875 0991N9911.2725 9.083333 -3.09375 0992N9921.2725 9.083333 -3 0993N9931.30375 9.083333 -3.28125 0994N9941.30375 9.083333 -3.1875 0 RISA-3D Version 17.0.4 Page 24 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...995 N995 1.30375 9.083333 -3.09375 0996N9961.30375 9.083333 -3 0997N9971.335 9.083333 -3.28125 0998N9981.335 9.083333 -3.1875 0999N9991.335 9.083333 -3.09375 01000N1000.335 9.083333 -2.8125 01001N1001.335 9.083333 -2.625 01002N1002.335 9.083333 -2.4375 01003N10030.36625 9.083333 -2.8125 01004N10040.36625 9.083333 -2.625 01005N10050.36625 9.083333 -2.4375 01006N10060.36625 9.083333 -2.25 01007N10070.3975 9.083333 -2.8125 01008N10080.3975 9.083333 -2.625 01009N10090.3975 9.083333 -2.4375 01010N10100.3975 9.083333 -2.25 01011N10110.42875 9.083333 -2.8125 01012N10120.42875 9.083333 -2.625 01013N10130.42875 9.083333 -2.4375 01014N10140.42875 9.083333 -2.25 01015N1015.46 9.083333 -2.8125 01016N1016.46 9.083333 -2.625 01017N1017.46 9.083333 -2.4375 01018N1018.335 9.083333 -2.0625 01019N1019.335 9.083333 -1.875 01020N1020.335 9.083333 -1.6875 01021N10210.36625 9.083333 -2.0625 01022N10220.36625 9.083333 -1.875 01023N10230.36625 9.083333 -1.6875 01024N10240.36625 9.083333 -1.5 01025N10250.3975 9.083333 -2.0625 01026N10260.3975 9.083333 -1.875 01027N10270.3975 9.083333 -1.6875 01028N10280.3975 9.083333 -1.5 01029N10290.42875 9.083333 -2.0625 01030N10300.42875 9.083333 -1.875 01031N10310.42875 9.083333 -1.6875 01032N10320.42875 9.083333 -1.5 01033N1033.46 9.083333 -2.0625 01034N1034.46 9.083333 -1.875 01035N1035.46 9.083333 -1.6875 01036N1036.335 9.083333 -1.3125 01037N1037.335 9.083333 -1.125 01038N1038.335 9.083333 -0.9375 01039N10390.36625 9.083333 -1.3125 01040N10400.36625 9.083333 -1.125 01041N10410.36625 9.083333 -0.9375 01042N10420.36625 9.083333 -.75 01043N10430.3975 9.083333 -1.3125 01044N10440.3975 9.083333 -1.125 01045N10450.3975 9.083333 -0.9375 01046N10460.3975 9.083333 -.75 01047N10470.42875 9.083333 -1.3125 01048N10480.42875 9.083333 -1.125 01049N10490.42875 9.083333 -0.9375 01050N10500.42875 9.083333 -.75 01051N1051.46 9.083333 -1.3125 0 RISA-3D Version 17.0.4 Page 25 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1052 N1052 .46 9.083333 -1.125 01053N1053.46 9.083333 -0.9375 01054N1054.335 9.083333 -0.5625 01055N1055.335 9.083333 -.375 01056N1056.335 9.083333 -0.1875 01057N10570.36625 9.083333 -0.5625 01058N10580.36625 9.083333 -.375 01059N10590.36625 9.083333 -0.1875 01060N10600.36625 9.083333 0 01061N10610.3975 9.083333 -0.5625 01062N10620.3975 9.083333 -.375 01063N10630.3975 9.083333 -0.1875 01064N10640.3975 9.083333 0 01065N10650.42875 9.083333 -0.5625 01066N10660.42875 9.083333 -.375 01067N10670.42875 9.083333 -0.1875 01068N10680.42875 9.083333 0 01069N1069.46 9.083333 -0.5625 01070N1070.46 9.083333 -.375 01071N1071.46 9.083333 -0.1875 01072N10720.49125 9.083333 -2.8125 01073N10730.49125 9.083333 -2.625 01074N10740.49125 9.083333 -2.4375 01075N10750.49125 9.083333 -2.25 01076N10760.5225 9.083333 -2.8125 01077N10770.5225 9.083333 -2.625 01078N10780.5225 9.083333 -2.4375 01079N10790.5225 9.083333 -2.25 01080N10800.55375 9.083333 -2.8125 01081N10810.55375 9.083333 -2.625 01082N10820.55375 9.083333 -2.4375 01083N10830.55375 9.083333 -2.25 01084N1084.585 9.083333 -2.8125 01085N1085.585 9.083333 -2.625 01086N1086.585 9.083333 -2.4375 01087N10870.49125 9.083333 -2.0625 01088N10880.49125 9.083333 -1.875 01089N10890.49125 9.083333 -1.6875 01090N10900.49125 9.083333 -1.5 01091N10910.5225 9.083333 -2.0625 01092N10920.5225 9.083333 -1.875 01093N10930.5225 9.083333 -1.6875 01094N10940.5225 9.083333 -1.5 01095N10950.55375 9.083333 -2.0625 01096N10960.55375 9.083333 -1.875 01097N10970.55375 9.083333 -1.6875 01098N10980.55375 9.083333 -1.5 01099N1099.585 9.083333 -2.0625 01100N1100.585 9.083333 -1.875 01101N1101.585 9.083333 -1.6875 01102N11020.49125 9.083333 -1.3125 01103N11030.49125 9.083333 -1.125 01104N11040.49125 9.083333 -0.9375 01105N11050.49125 9.083333 -.75 01106N11060.5225 9.083333 -1.3125 01107N11070.5225 9.083333 -1.125 01108N11080.5225 9.083333 -0.9375 0 RISA-3D Version 17.0.4 Page 26 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1109 N1109 0.5225 9.083333 -.75 01110N11100.55375 9.083333 -1.3125 01111N11110.55375 9.083333 -1.125 01112N11120.55375 9.083333 -0.9375 01113N11130.55375 9.083333 -.75 01114N1114.585 9.083333 -1.3125 01115N1115.585 9.083333 -1.125 01116N1116.585 9.083333 -0.9375 01117N11170.49125 9.083333 -0.5625 01118N11180.49125 9.083333 -.375 01119N11190.49125 9.083333 -0.1875 01120N11200.49125 9.083333 0 01121N11210.5225 9.083333 -0.5625 01122N11220.5225 9.083333 -.375 01123N11230.5225 9.083333 -0.1875 01124N11240.5225 9.083333 0 01125N11250.55375 9.083333 -0.5625 01126N11260.55375 9.083333 -.375 01127N11270.55375 9.083333 -0.1875 01128N11280.55375 9.083333 0 01129N1129.585 9.083333 -0.5625 01130N1130.585 9.083333 -.375 01131N1131.585 9.083333 -0.1875 01132N11320.61625 9.083333 -2.8125 01133N11330.61625 9.083333 -2.625 01134N11340.61625 9.083333 -2.4375 01135N11350.61625 9.083333 -2.25 01136N11360.6475 9.083333 -2.8125 01137N11370.6475 9.083333 -2.625 01138N11380.6475 9.083333 -2.4375 01139N11390.6475 9.083333 -2.25 01140N11400.67875 9.083333 -2.8125 01141N11410.67875 9.083333 -2.625 01142N11420.67875 9.083333 -2.4375 01143N11430.67875 9.083333 -2.25 01144N1144.71 9.083333 -2.8125 01145N1145.71 9.083333 -2.625 01146N1146.71 9.083333 -2.4375 01147N11470.61625 9.083333 -2.0625 01148N11480.61625 9.083333 -1.875 01149N11490.61625 9.083333 -1.6875 01150N11500.61625 9.083333 -1.5 01151N11510.6475 9.083333 -2.0625 01152N11520.6475 9.083333 -1.875 01153N11530.6475 9.083333 -1.6875 01154N11540.6475 9.083333 -1.5 01155N11550.67875 9.083333 -2.0625 01156N11560.67875 9.083333 -1.875 01157N11570.67875 9.083333 -1.6875 01158N11580.67875 9.083333 -1.5 01159N1159.71 9.083333 -2.0625 01160N1160.71 9.083333 -1.875 01161N1161.71 9.083333 -1.6875 01162N11620.61625 9.083333 -1.3125 01163N11630.61625 9.083333 -1.125 01164N11640.61625 9.083333 -0.9375 01165N11650.61625 9.083333 -.75 0 RISA-3D Version 17.0.4 Page 27 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1166 N1166 0.6475 9.083333 -1.3125 01167N11670.6475 9.083333 -1.125 01168N11680.6475 9.083333 -0.9375 01169N11690.6475 9.083333 -.75 01170N11700.67875 9.083333 -1.3125 01171N11710.67875 9.083333 -1.125 01172N11720.67875 9.083333 -0.9375 01173N11730.67875 9.083333 -.75 01174N1174.71 9.083333 -1.3125 01175N1175.71 9.083333 -1.125 01176N1176.71 9.083333 -0.9375 01177N11770.61625 9.083333 -0.5625 01178N11780.61625 9.083333 -.375 01179N11790.61625 9.083333 -0.1875 01180N11800.61625 9.083333 0 01181N11810.6475 9.083333 -0.5625 01182N11820.6475 9.083333 -.375 01183N11830.6475 9.083333 -0.1875 01184N11840.6475 9.083333 0 01185N11850.67875 9.083333 -0.5625 01186N11860.67875 9.083333 -.375 01187N11870.67875 9.083333 -0.1875 01188N11880.67875 9.083333 0 01189N1189.71 9.083333 -0.5625 01190N1190.71 9.083333 -.375 01191N1191.71 9.083333 -0.1875 01192N11920.74125 9.083333 -2.8125 01193N11930.74125 9.083333 -2.625 01194N11940.74125 9.083333 -2.4375 01195N11950.74125 9.083333 -2.25 01196N11960.7725 9.083333 -2.8125 01197N11970.7725 9.083333 -2.625 01198N11980.7725 9.083333 -2.4375 01199N11990.7725 9.083333 -2.25 01200N12000.80375 9.083333 -2.8125 01201N12010.80375 9.083333 -2.625 01202N12020.80375 9.083333 -2.4375 01203N12030.80375 9.083333 -2.25 01204N1204.835 9.083333 -2.8125 01205N1205.835 9.083333 -2.625 01206N1206.835 9.083333 -2.4375 01207N12070.74125 9.083333 -2.0625 01208N12080.74125 9.083333 -1.875 01209N12090.74125 9.083333 -1.6875 01210N12100.74125 9.083333 -1.5 01211N12110.7725 9.083333 -2.0625 01212N12120.7725 9.083333 -1.875 01213N12130.7725 9.083333 -1.6875 01214N12140.7725 9.083333 -1.5 01215N12150.80375 9.083333 -2.0625 01216N12160.80375 9.083333 -1.875 01217N12170.80375 9.083333 -1.6875 01218N12180.80375 9.083333 -1.5 01219N1219.835 9.083333 -2.0625 01220N1220.835 9.083333 -1.875 01221N1221.835 9.083333 -1.6875 01222N12220.74125 9.083333 -1.3125 0 RISA-3D Version 17.0.4 Page 28 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1223 N1223 0.74125 9.083333 -1.125 01224N12240.74125 9.083333 -0.9375 01225N12250.74125 9.083333 -.75 01226N12260.7725 9.083333 -1.3125 01227N12270.7725 9.083333 -1.125 01228N12280.7725 9.083333 -0.9375 01229N12290.7725 9.083333 -.75 01230N12300.80375 9.083333 -1.3125 01231N12310.80375 9.083333 -1.125 01232N12320.80375 9.083333 -0.9375 01233N12330.80375 9.083333 -.75 01234N1234.835 9.083333 -1.3125 01235N1235.835 9.083333 -1.125 01236N1236.835 9.083333 -0.9375 01237N12370.74125 9.083333 -0.5625 01238N12380.74125 9.083333 -.375 01239N12390.74125 9.083333 -0.1875 01240N12400.74125 9.083333 0 01241N12410.7725 9.083333 -0.5625 01242N12420.7725 9.083333 -.375 01243N12430.7725 9.083333 -0.1875 01244N12440.7725 9.083333 0 01245N12450.80375 9.083333 -0.5625 01246N12460.80375 9.083333 -.375 01247N12470.80375 9.083333 -0.1875 01248N12480.80375 9.083333 0 01249N1249.835 9.083333 -0.5625 01250N1250.835 9.083333 -.375 01251N1251.835 9.083333 -0.1875 01252N12520.86625 9.083333 -2.8125 01253N12530.86625 9.083333 -2.625 01254N12540.86625 9.083333 -2.4375 01255N12550.86625 9.083333 -2.25 01256N12560.8975 9.083333 -2.8125 01257N12570.8975 9.083333 -2.625 01258N12580.8975 9.083333 -2.4375 01259N12590.8975 9.083333 -2.25 01260N12600.92875 9.083333 -2.8125 01261N12610.92875 9.083333 -2.625 01262N12620.92875 9.083333 -2.4375 01263N12630.92875 9.083333 -2.25 01264N1264.96 9.083333 -2.8125 01265N1265.96 9.083333 -2.625 01266N1266.96 9.083333 -2.4375 01267N12670.86625 9.083333 -2.0625 01268N12680.86625 9.083333 -1.875 01269N12690.86625 9.083333 -1.6875 01270N12700.86625 9.083333 -1.5 01271N12710.8975 9.083333 -2.0625 01272N12720.8975 9.083333 -1.875 01273N12730.8975 9.083333 -1.6875 01274N12740.8975 9.083333 -1.5 01275N12750.92875 9.083333 -2.0625 01276N12760.92875 9.083333 -1.875 01277N12770.92875 9.083333 -1.6875 01278N12780.92875 9.083333 -1.5 01279N1279.96 9.083333 -2.0625 0 RISA-3D Version 17.0.4 Page 29 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1280 N1280 .96 9.083333 -1.875 01281N1281.96 9.083333 -1.6875 01282N12820.86625 9.083333 -1.3125 01283N12830.86625 9.083333 -1.125 01284N12840.86625 9.083333 -0.9375 01285N12850.86625 9.083333 -.75 01286N12860.8975 9.083333 -1.3125 01287N12870.8975 9.083333 -1.125 01288N12880.8975 9.083333 -0.9375 01289N12890.8975 9.083333 -.75 01290N12900.92875 9.083333 -1.3125 01291N12910.92875 9.083333 -1.125 01292N12920.92875 9.083333 -0.9375 01293N12930.92875 9.083333 -.75 01294N1294.96 9.083333 -1.3125 01295N1295.96 9.083333 -1.125 01296N1296.96 9.083333 -0.9375 01297N12970.86625 9.083333 -0.5625 01298N12980.86625 9.083333 -.375 01299N12990.86625 9.083333 -0.1875 01300N13000.86625 9.083333 0 01301N13010.8975 9.083333 -0.5625 01302N13020.8975 9.083333 -.375 01303N13030.8975 9.083333 -0.1875 01304N13040.8975 9.083333 0 01305N13050.92875 9.083333 -0.5625 01306N13060.92875 9.083333 -.375 01307N13070.92875 9.083333 -0.1875 01308N13080.92875 9.083333 0 01309N1309.96 9.083333 -0.5625 01310N1310.96 9.083333 -.375 01311N1311.96 9.083333 -0.1875 01312N13120.99125 9.083333 -2.8125 01313N13130.99125 9.083333 -2.625 01314N13140.99125 9.083333 -2.4375 01315N13150.99125 9.083333 -2.25 01316N13161.0225 9.083333 -2.8125 01317N13171.0225 9.083333 -2.625 01318N13181.0225 9.083333 -2.4375 01319N13191.0225 9.083333 -2.25 01320N13201.05375 9.083333 -2.8125 01321N13211.05375 9.083333 -2.625 01322N13221.05375 9.083333 -2.4375 01323N13231.05375 9.083333 -2.25 01324N13241.085 9.083333 -2.8125 01325N13251.085 9.083333 -2.625 01326N13261.085 9.083333 -2.4375 01327N13270.99125 9.083333 -2.0625 01328N13280.99125 9.083333 -1.875 01329N13290.99125 9.083333 -1.6875 01330N13300.99125 9.083333 -1.5 01331N13311.0225 9.083333 -2.0625 01332N13321.0225 9.083333 -1.875 01333N13331.0225 9.083333 -1.6875 01334N13341.0225 9.083333 -1.5 01335N13351.05375 9.083333 -2.0625 01336N13361.05375 9.083333 -1.875 0 RISA-3D Version 17.0.4 Page 30 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1337 N1337 1.05375 9.083333 -1.6875 01338N13381.05375 9.083333 -1.5 01339N13391.085 9.083333 -2.0625 01340N13401.085 9.083333 -1.875 01341N13411.085 9.083333 -1.6875 01342N13420.99125 9.083333 -1.3125 01343N13430.99125 9.083333 -1.125 01344N13440.99125 9.083333 -0.9375 01345N13450.99125 9.083333 -.75 01346N13461.0225 9.083333 -1.3125 01347N13471.0225 9.083333 -1.125 01348N13481.0225 9.083333 -0.9375 01349N13491.0225 9.083333 -.75 01350N13501.05375 9.083333 -1.3125 01351N13511.05375 9.083333 -1.125 01352N13521.05375 9.083333 -0.9375 01353N13531.05375 9.083333 -.75 01354N13541.085 9.083333 -1.3125 01355N13551.085 9.083333 -1.125 01356N13561.085 9.083333 -0.9375 01357N13570.99125 9.083333 -0.5625 01358N13580.99125 9.083333 -.375 01359N13590.99125 9.083333 -0.1875 01360N13600.99125 9.083333 0 01361N13611.0225 9.083333 -0.5625 01362N13621.0225 9.083333 -.375 01363N13631.0225 9.083333 -0.1875 01364N13641.0225 9.083333 0 01365N13651.05375 9.083333 -0.5625 01366N13661.05375 9.083333 -.375 01367N13671.05375 9.083333 -0.1875 01368N13681.05375 9.083333 0 01369N13691.085 9.083333 -0.5625 01370N13701.085 9.083333 -.375 01371N13711.085 9.083333 -0.1875 01372N13721.11625 9.083333 -2.8125 01373N13731.11625 9.083333 -2.625 01374N13741.11625 9.083333 -2.4375 01375N13751.11625 9.083333 -2.25 01376N13761.1475 9.083333 -2.8125 01377N13771.1475 9.083333 -2.625 01378N13781.1475 9.083333 -2.4375 01379N13791.1475 9.083333 -2.25 01380N13801.17875 9.083333 -2.8125 01381N13811.17875 9.083333 -2.625 01382N13821.17875 9.083333 -2.4375 01383N13831.17875 9.083333 -2.25 01384N13841.21 9.083333 -2.8125 01385N13851.21 9.083333 -2.625 01386N13861.21 9.083333 -2.4375 01387N13871.11625 9.083333 -2.0625 01388N13881.11625 9.083333 -1.875 01389N13891.11625 9.083333 -1.6875 01390N13901.11625 9.083333 -1.5 01391N13911.1475 9.083333 -2.0625 01392N13921.1475 9.083333 -1.875 01393N13931.1475 9.083333 -1.6875 0 RISA-3D Version 17.0.4 Page 31 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1394 N1394 1.1475 9.083333 -1.5 01395N13951.17875 9.083333 -2.0625 01396N13961.17875 9.083333 -1.875 01397N13971.17875 9.083333 -1.6875 01398N13981.17875 9.083333 -1.5 01399N13991.21 9.083333 -2.0625 01400N14001.21 9.083333 -1.875 01401N14011.21 9.083333 -1.6875 01402N14021.11625 9.083333 -1.3125 01403N14031.11625 9.083333 -1.125 01404N14041.11625 9.083333 -0.9375 01405N14051.11625 9.083333 -.75 01406N14061.1475 9.083333 -1.3125 01407N14071.1475 9.083333 -1.125 01408N14081.1475 9.083333 -0.9375 01409N14091.1475 9.083333 -.75 01410N14101.17875 9.083333 -1.3125 01411N14111.17875 9.083333 -1.125 01412N14121.17875 9.083333 -0.9375 01413N14131.17875 9.083333 -.75 01414N14141.21 9.083333 -1.3125 01415N14151.21 9.083333 -1.125 01416N14161.21 9.083333 -0.9375 01417N14171.11625 9.083333 -0.5625 01418N14181.11625 9.083333 -.375 01419N14191.11625 9.083333 -0.1875 01420N14201.11625 9.083333 0 01421N14211.1475 9.083333 -0.5625 01422N14221.1475 9.083333 -.375 01423N14231.1475 9.083333 -0.1875 01424N14241.1475 9.083333 0 01425N14251.17875 9.083333 -0.5625 01426N14261.17875 9.083333 -.375 01427N14271.17875 9.083333 -0.1875 01428N14281.17875 9.083333 0 01429N14291.21 9.083333 -0.5625 01430N14301.21 9.083333 -.375 01431N14311.21 9.083333 -0.1875 01432N14321.24125 9.083333 -2.8125 01433N14331.24125 9.083333 -2.625 01434N14341.24125 9.083333 -2.4375 01435N14351.24125 9.083333 -2.25 01436N14361.2725 9.083333 -2.8125 01437N14371.2725 9.083333 -2.625 01438N14381.2725 9.083333 -2.4375 01439N14391.2725 9.083333 -2.25 01440N14401.30375 9.083333 -2.8125 01441N14411.30375 9.083333 -2.625 01442N14421.30375 9.083333 -2.4375 01443N14431.30375 9.083333 -2.25 01444N14441.335 9.083333 -2.8125 01445N14451.335 9.083333 -2.625 01446N14461.335 9.083333 -2.4375 01447N14471.24125 9.083333 -2.0625 01448N14481.24125 9.083333 -1.875 01449N14491.24125 9.083333 -1.6875 01450N14501.24125 9.083333 -1.5 0 RISA-3D Version 17.0.4 Page 32 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1451 N1451 1.2725 9.083333 -2.0625 01452N14521.2725 9.083333 -1.875 01453N14531.2725 9.083333 -1.6875 01454N14541.2725 9.083333 -1.5 01455N14551.30375 9.083333 -2.0625 01456N14561.30375 9.083333 -1.875 01457N14571.30375 9.083333 -1.6875 01458N14581.30375 9.083333 -1.5 01459N14591.335 9.083333 -2.0625 01460N14601.335 9.083333 -1.875 01461N14611.335 9.083333 -1.6875 01462N14621.24125 9.083333 -1.3125 01463N14631.24125 9.083333 -1.125 01464N14641.24125 9.083333 -0.9375 01465N14651.24125 9.083333 -.75 01466N14661.2725 9.083333 -1.3125 01467N14671.2725 9.083333 -1.125 01468N14681.2725 9.083333 -0.9375 01469N14691.2725 9.083333 -.75 01470N14701.30375 9.083333 -1.3125 01471N14711.30375 9.083333 -1.125 01472N14721.30375 9.083333 -0.9375 01473N14731.30375 9.083333 -.75 01474N14741.335 9.083333 -1.3125 01475N14751.335 9.083333 -1.125 01476N14761.335 9.083333 -0.9375 01477N14771.24125 9.083333 -0.5625 01478N14781.24125 9.083333 -.375 01479N14791.24125 9.083333 -0.1875 01480N14801.24125 9.083333 0 01481N14811.2725 9.083333 -0.5625 01482N14821.2725 9.083333 -.375 01483N14831.2725 9.083333 -0.1875 01484N14841.2725 9.083333 0 01485N14851.30375 9.083333 -0.5625 01486N14861.30375 9.083333 -.375 01487N14871.30375 9.083333 -0.1875 01488N14881.30375 9.083333 0 01489N14891.335 9.083333 -0.5625 01490N14901.335 9.083333 -.375 01491N14911.335 9.083333 -0.1875 01492N1492.335 9.083333 0.1875 01493N1493.335 9.083333 .375 01494N1494.335 9.083333 0.5625 01495N14950.36625 9.083333 0.1875 01496N14960.36625 9.083333 .375 01497N14970.36625 9.083333 0.5625 01498N14980.36625 9.083333 .75 01499N14990.3975 9.083333 0.1875 01500N15000.3975 9.083333 .375 01501N15010.3975 9.083333 0.5625 01502N15020.3975 9.083333 .75 01503N15030.42875 9.083333 0.1875 01504N15040.42875 9.083333 .375 01505N15050.42875 9.083333 0.5625 01506N15060.42875 9.083333 .75 01507N1507.46 9.083333 0.1875 0 RISA-3D Version 17.0.4 Page 33 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1508 N1508 .46 9.083333 .375 01509N1509.46 9.083333 0.5625 01510N1510.335 9.083333 0.9375 01511N1511.335 9.083333 1.125 01512N1512.335 9.083333 1.3125 01513N15130.36625 9.083333 0.9375 01514N15140.36625 9.083333 1.125 01515N15150.36625 9.083333 1.3125 01516N15160.36625 9.083333 1.5 01517N15170.3975 9.083333 0.9375 01518N15180.3975 9.083333 1.125 01519N15190.3975 9.083333 1.3125 01520N15200.3975 9.083333 1.5 01521N15210.42875 9.083333 0.9375 01522N15220.42875 9.083333 1.125 01523N15230.42875 9.083333 1.3125 01524N15240.42875 9.083333 1.5 01525N1525.46 9.083333 0.9375 01526N1526.46 9.083333 1.125 01527N1527.46 9.083333 1.3125 01528N1528.335 9.083333 1.6875 01529N1529.335 9.083333 1.875 01530N1530.335 9.083333 2.0625 01531N15310.36625 9.083333 1.6875 01532N15320.36625 9.083333 1.875 01533N15330.36625 9.083333 2.0625 01534N15340.36625 9.083333 2.25 01535N15350.3975 9.083333 1.6875 01536N15360.3975 9.083333 1.875 01537N15370.3975 9.083333 2.0625 01538N15380.3975 9.083333 2.25 01539N15390.42875 9.083333 1.6875 01540N15400.42875 9.083333 1.875 01541N15410.42875 9.083333 2.0625 01542N15420.42875 9.083333 2.25 01543N1543.46 9.083333 1.6875 01544N1544.46 9.083333 1.875 01545N1545.46 9.083333 2.0625 01546N1546.335 9.083333 2.4375 01547N1547.335 9.083333 2.625 01548N1548.335 9.083333 2.8125 01549N15490.36625 9.083333 2.4375 01550N15500.36625 9.083333 2.625 01551N15510.36625 9.083333 2.8125 01552N15520.36625 9.083333 3 01553N15530.3975 9.083333 2.4375 01554N15540.3975 9.083333 2.625 01555N15550.3975 9.083333 2.8125 01556N15560.3975 9.083333 3 01557N15570.42875 9.083333 2.4375 01558N15580.42875 9.083333 2.625 01559N15590.42875 9.083333 2.8125 01560N15600.42875 9.083333 3 01561N1561.46 9.083333 2.4375 01562N1562.46 9.083333 2.625 01563N1563.46 9.083333 2.8125 01564N15640.49125 9.083333 0.1875 0 RISA-3D Version 17.0.4 Page 34 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1565 N1565 0.49125 9.083333 .375 01566N15660.49125 9.083333 0.5625 01567N15670.49125 9.083333 .75 01568N15680.5225 9.083333 0.1875 01569N15690.5225 9.083333 .375 01570N15700.5225 9.083333 0.5625 01571N15710.5225 9.083333 .75 01572N15720.55375 9.083333 0.1875 01573N15730.55375 9.083333 .375 01574N15740.55375 9.083333 0.5625 01575N15750.55375 9.083333 .75 01576N1576.585 9.083333 0.1875 01577N1577.585 9.083333 .375 01578N1578.585 9.083333 0.5625 01579N15790.49125 9.083333 0.9375 01580N15800.49125 9.083333 1.125 01581N15810.49125 9.083333 1.3125 01582N15820.49125 9.083333 1.5 01583N15830.5225 9.083333 0.9375 01584N15840.5225 9.083333 1.125 01585N15850.5225 9.083333 1.3125 01586N15860.5225 9.083333 1.5 01587N15870.55375 9.083333 0.9375 01588N15880.55375 9.083333 1.125 01589N15890.55375 9.083333 1.3125 01590N15900.55375 9.083333 1.5 01591N1591.585 9.083333 0.9375 01592N1592.585 9.083333 1.125 01593N1593.585 9.083333 1.3125 01594N15940.49125 9.083333 1.6875 01595N15950.49125 9.083333 1.875 01596N15960.49125 9.083333 2.0625 01597N15970.49125 9.083333 2.25 01598N15980.5225 9.083333 1.6875 01599N15990.5225 9.083333 1.875 01600N16000.5225 9.083333 2.0625 01601N16010.5225 9.083333 2.25 01602N16020.55375 9.083333 1.6875 01603N16030.55375 9.083333 1.875 01604N16040.55375 9.083333 2.0625 01605N16050.55375 9.083333 2.25 01606N1606.585 9.083333 1.6875 01607N1607.585 9.083333 1.875 01608N1608.585 9.083333 2.0625 01609N16090.49125 9.083333 2.4375 01610N16100.49125 9.083333 2.625 01611N16110.49125 9.083333 2.8125 01612N16120.49125 9.083333 3 01613N16130.5225 9.083333 2.4375 01614N16140.5225 9.083333 2.625 01615N16150.5225 9.083333 2.8125 01616N16160.5225 9.083333 3 01617N16170.55375 9.083333 2.4375 01618N16180.55375 9.083333 2.625 01619N16190.55375 9.083333 2.8125 01620N16200.55375 9.083333 3 01621N1621.585 9.083333 2.4375 0 RISA-3D Version 17.0.4 Page 35 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1622 N1622 .585 9.083333 2.625 01623N1623.585 9.083333 2.8125 01624N16240.61625 9.083333 0.1875 01625N16250.61625 9.083333 .375 01626N16260.61625 9.083333 0.5625 01627N16270.61625 9.083333 .75 01628N16280.6475 9.083333 0.1875 01629N16290.6475 9.083333 .375 01630N16300.6475 9.083333 0.5625 01631N16310.6475 9.083333 .75 01632N16320.67875 9.083333 0.1875 01633N16330.67875 9.083333 .375 01634N16340.67875 9.083333 0.5625 01635N16350.67875 9.083333 .75 01636N1636.71 9.083333 0.1875 01637N1637.71 9.083333 .375 01638N1638.71 9.083333 0.5625 01639N16390.61625 9.083333 0.9375 01640N16400.61625 9.083333 1.125 01641N16410.61625 9.083333 1.3125 01642N16420.61625 9.083333 1.5 01643N16430.6475 9.083333 0.9375 01644N16440.6475 9.083333 1.125 01645N16450.6475 9.083333 1.3125 01646N16460.6475 9.083333 1.5 01647N16470.67875 9.083333 0.9375 01648N16480.67875 9.083333 1.125 01649N16490.67875 9.083333 1.3125 01650N16500.67875 9.083333 1.5 01651N1651.71 9.083333 0.9375 01652N1652.71 9.083333 1.125 01653N1653.71 9.083333 1.3125 01654N16540.61625 9.083333 1.6875 01655N16550.61625 9.083333 1.875 01656N16560.61625 9.083333 2.0625 01657N16570.61625 9.083333 2.25 01658N16580.6475 9.083333 1.6875 01659N16590.6475 9.083333 1.875 01660N16600.6475 9.083333 2.0625 01661N16610.6475 9.083333 2.25 01662N16620.67875 9.083333 1.6875 01663N16630.67875 9.083333 1.875 01664N16640.67875 9.083333 2.0625 01665N16650.67875 9.083333 2.25 01666N1666.71 9.083333 1.6875 01667N1667.71 9.083333 1.875 01668N1668.71 9.083333 2.0625 01669N16690.61625 9.083333 2.4375 01670N16700.61625 9.083333 2.625 01671N16710.61625 9.083333 2.8125 01672N16720.61625 9.083333 3 01673N16730.6475 9.083333 2.4375 01674N16740.6475 9.083333 2.625 01675N16750.6475 9.083333 2.8125 01676N16760.6475 9.083333 3 01677N16770.67875 9.083333 2.4375 01678N16780.67875 9.083333 2.625 0 RISA-3D Version 17.0.4 Page 36 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1679 N1679 0.67875 9.083333 2.8125 01680N16800.67875 9.083333 3 01681N1681.71 9.083333 2.4375 01682N1682.71 9.083333 2.625 01683N1683.71 9.083333 2.8125 01684N16840.74125 9.083333 0.1875 01685N16850.74125 9.083333 .375 01686N16860.74125 9.083333 0.5625 01687N16870.74125 9.083333 .75 01688N16880.7725 9.083333 0.1875 01689N16890.7725 9.083333 .375 01690N16900.7725 9.083333 0.5625 01691N16910.7725 9.083333 .75 01692N16920.80375 9.083333 0.1875 01693N16930.80375 9.083333 .375 01694N16940.80375 9.083333 0.5625 01695N16950.80375 9.083333 .75 01696N1696.835 9.083333 0.1875 01697N1697.835 9.083333 .375 01698N1698.835 9.083333 0.5625 01699N16990.74125 9.083333 0.9375 01700N17000.74125 9.083333 1.125 01701N17010.74125 9.083333 1.3125 01702N17020.74125 9.083333 1.5 01703N17030.7725 9.083333 0.9375 01704N17040.7725 9.083333 1.125 01705N17050.7725 9.083333 1.3125 01706N17060.7725 9.083333 1.5 01707N17070.80375 9.083333 0.9375 01708N17080.80375 9.083333 1.125 01709N17090.80375 9.083333 1.3125 01710N17100.80375 9.083333 1.5 01711N1711.835 9.083333 0.9375 01712N1712.835 9.083333 1.125 01713N1713.835 9.083333 1.3125 01714N17140.74125 9.083333 1.6875 01715N17150.74125 9.083333 1.875 01716N17160.74125 9.083333 2.0625 01717N17170.74125 9.083333 2.25 01718N17180.7725 9.083333 1.6875 01719N17190.7725 9.083333 1.875 01720N17200.7725 9.083333 2.0625 01721N17210.7725 9.083333 2.25 01722N17220.80375 9.083333 1.6875 01723N17230.80375 9.083333 1.875 01724N17240.80375 9.083333 2.0625 01725N17250.80375 9.083333 2.25 01726N1726.835 9.083333 1.6875 01727N1727.835 9.083333 1.875 01728N1728.835 9.083333 2.0625 01729N17290.74125 9.083333 2.4375 01730N17300.74125 9.083333 2.625 01731N17310.74125 9.083333 2.8125 01732N17320.74125 9.083333 3 01733N17330.7725 9.083333 2.4375 01734N17340.7725 9.083333 2.625 01735N17350.7725 9.083333 2.8125 0 RISA-3D Version 17.0.4 Page 37 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1736 N1736 0.7725 9.083333 3 01737N17370.80375 9.083333 2.4375 01738N17380.80375 9.083333 2.625 01739N17390.80375 9.083333 2.8125 01740N17400.80375 9.083333 3 01741N1741.835 9.083333 2.4375 01742N1742.835 9.083333 2.625 01743N1743.835 9.083333 2.8125 01744N17440.86625 9.083333 0.1875 01745N17450.86625 9.083333 .375 01746N17460.86625 9.083333 0.5625 01747N17470.86625 9.083333 .75 01748N17480.8975 9.083333 0.1875 01749N17490.8975 9.083333 .375 01750N17500.8975 9.083333 0.5625 01751N17510.8975 9.083333 .75 01752N17520.92875 9.083333 0.1875 01753N17530.92875 9.083333 .375 01754N17540.92875 9.083333 0.5625 01755N17550.92875 9.083333 .75 01756N1756.96 9.083333 0.1875 01757N1757.96 9.083333 .375 01758N1758.96 9.083333 0.5625 01759N17590.86625 9.083333 0.9375 01760N17600.86625 9.083333 1.125 01761N17610.86625 9.083333 1.3125 01762N17620.86625 9.083333 1.5 01763N17630.8975 9.083333 0.9375 01764N17640.8975 9.083333 1.125 01765N17650.8975 9.083333 1.3125 01766N17660.8975 9.083333 1.5 01767N17670.92875 9.083333 0.9375 01768N17680.92875 9.083333 1.125 01769N17690.92875 9.083333 1.3125 01770N17700.92875 9.083333 1.5 01771N1771.96 9.083333 0.9375 01772N1772.96 9.083333 1.125 01773N1773.96 9.083333 1.3125 01774N17740.86625 9.083333 1.6875 01775N17750.86625 9.083333 1.875 01776N17760.86625 9.083333 2.0625 01777N17770.86625 9.083333 2.25 01778N17780.8975 9.083333 1.6875 01779N17790.8975 9.083333 1.875 01780N17800.8975 9.083333 2.0625 01781N17810.8975 9.083333 2.25 01782N17820.92875 9.083333 1.6875 01783N17830.92875 9.083333 1.875 01784N17840.92875 9.083333 2.0625 01785N17850.92875 9.083333 2.25 01786N1786.96 9.083333 1.6875 01787N1787.96 9.083333 1.875 01788N1788.96 9.083333 2.0625 01789N17890.86625 9.083333 2.4375 01790N17900.86625 9.083333 2.625 01791N17910.86625 9.083333 2.8125 01792N17920.86625 9.083333 3 0 RISA-3D Version 17.0.4 Page 38 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1793 N1793 0.8975 9.083333 2.4375 01794N17940.8975 9.083333 2.625 01795N17950.8975 9.083333 2.8125 01796N17960.8975 9.083333 3 01797N17970.92875 9.083333 2.4375 01798N17980.92875 9.083333 2.625 01799N17990.92875 9.083333 2.8125 01800N18000.92875 9.083333 3 01801N1801.96 9.083333 2.4375 01802N1802.96 9.083333 2.625 01803N1803.96 9.083333 2.8125 01804N18040.99125 9.083333 0.1875 01805N18050.99125 9.083333 .375 01806N18060.99125 9.083333 0.5625 01807N18070.99125 9.083333 .75 01808N18081.0225 9.083333 0.1875 01809N18091.0225 9.083333 .375 01810N18101.0225 9.083333 0.5625 01811N18111.0225 9.083333 .75 01812N18121.05375 9.083333 0.1875 01813N18131.05375 9.083333 .375 01814N18141.05375 9.083333 0.5625 01815N18151.05375 9.083333 .75 01816N18161.085 9.083333 0.1875 01817N18171.085 9.083333 .375 01818N18181.085 9.083333 0.5625 01819N18190.99125 9.083333 0.9375 01820N18200.99125 9.083333 1.125 01821N18210.99125 9.083333 1.3125 01822N18220.99125 9.083333 1.5 01823N18231.0225 9.083333 0.9375 01824N18241.0225 9.083333 1.125 01825N18251.0225 9.083333 1.3125 01826N18261.0225 9.083333 1.5 01827N18271.05375 9.083333 0.9375 01828N18281.05375 9.083333 1.125 01829N18291.05375 9.083333 1.3125 01830N18301.05375 9.083333 1.5 01831N18311.085 9.083333 0.9375 01832N18321.085 9.083333 1.125 01833N18331.085 9.083333 1.3125 01834N18340.99125 9.083333 1.6875 01835N18350.99125 9.083333 1.875 01836N18360.99125 9.083333 2.0625 01837N18370.99125 9.083333 2.25 01838N18381.0225 9.083333 1.6875 01839N18391.0225 9.083333 1.875 01840N18401.0225 9.083333 2.0625 01841N18411.0225 9.083333 2.25 01842N18421.05375 9.083333 1.6875 01843N18431.05375 9.083333 1.875 01844N18441.05375 9.083333 2.0625 01845N18451.05375 9.083333 2.25 01846N18461.085 9.083333 1.6875 01847N18471.085 9.083333 1.875 01848N18481.085 9.083333 2.0625 01849N18490.99125 9.083333 2.4375 0 RISA-3D Version 17.0.4 Page 39 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1850 N1850 0.99125 9.083333 2.625 01851N18510.99125 9.083333 2.8125 01852N18520.99125 9.083333 3 01853N18531.0225 9.083333 2.4375 01854N18541.0225 9.083333 2.625 01855N18551.0225 9.083333 2.8125 01856N18561.0225 9.083333 3 01857N18571.05375 9.083333 2.4375 01858N18581.05375 9.083333 2.625 01859N18591.05375 9.083333 2.8125 01860N18601.05375 9.083333 3 01861N18611.085 9.083333 2.4375 01862N18621.085 9.083333 2.625 01863N18631.085 9.083333 2.8125 01864N18641.11625 9.083333 0.1875 01865N18651.11625 9.083333 .375 01866N18661.11625 9.083333 0.5625 01867N18671.11625 9.083333 .75 01868N18681.1475 9.083333 0.1875 01869N18691.1475 9.083333 .375 01870N18701.1475 9.083333 0.5625 01871N18711.1475 9.083333 .75 01872N18721.17875 9.083333 0.1875 01873N18731.17875 9.083333 .375 01874N18741.17875 9.083333 0.5625 01875N18751.17875 9.083333 .75 01876N18761.21 9.083333 0.1875 01877N18771.21 9.083333 .375 01878N18781.21 9.083333 0.5625 01879N18791.11625 9.083333 0.9375 01880N18801.11625 9.083333 1.125 01881N18811.11625 9.083333 1.3125 01882N18821.11625 9.083333 1.5 01883N18831.1475 9.083333 0.9375 01884N18841.1475 9.083333 1.125 01885N18851.1475 9.083333 1.3125 01886N18861.1475 9.083333 1.5 01887N18871.17875 9.083333 0.9375 01888N18881.17875 9.083333 1.125 01889N18891.17875 9.083333 1.3125 01890N18901.17875 9.083333 1.5 01891N18911.21 9.083333 0.9375 01892N18921.21 9.083333 1.125 01893N18931.21 9.083333 1.3125 01894N18941.11625 9.083333 1.6875 01895N18951.11625 9.083333 1.875 01896N18961.11625 9.083333 2.0625 01897N18971.11625 9.083333 2.25 01898N18981.1475 9.083333 1.6875 01899N18991.1475 9.083333 1.875 01900N19001.1475 9.083333 2.0625 01901N19011.1475 9.083333 2.25 01902N19021.17875 9.083333 1.6875 01903N19031.17875 9.083333 1.875 01904N19041.17875 9.083333 2.0625 01905N19051.17875 9.083333 2.25 01906N19061.21 9.083333 1.6875 0 RISA-3D Version 17.0.4 Page 40 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1907 N1907 1.21 9.083333 1.875 01908N19081.21 9.083333 2.0625 01909N19091.11625 9.083333 2.4375 01910N19101.11625 9.083333 2.625 01911N19111.11625 9.083333 2.8125 01912N19121.11625 9.083333 3 01913N19131.1475 9.083333 2.4375 01914N19141.1475 9.083333 2.625 01915N19151.1475 9.083333 2.8125 01916N19161.1475 9.083333 3 01917N19171.17875 9.083333 2.4375 01918N19181.17875 9.083333 2.625 01919N19191.17875 9.083333 2.8125 01920N19201.17875 9.083333 3 01921N19211.21 9.083333 2.4375 01922N19221.21 9.083333 2.625 01923N19231.21 9.083333 2.8125 01924N19241.24125 9.083333 0.1875 01925N19251.24125 9.083333 .375 01926N19261.24125 9.083333 0.5625 01927N19271.24125 9.083333 .75 01928N19281.2725 9.083333 0.1875 01929N19291.2725 9.083333 .375 01930N19301.2725 9.083333 0.5625 01931N19311.2725 9.083333 .75 01932N19321.30375 9.083333 0.1875 01933N19331.30375 9.083333 .375 01934N19341.30375 9.083333 0.5625 01935N19351.30375 9.083333 .75 01936N19361.335 9.083333 0.1875 01937N19371.335 9.083333 .375 01938N19381.335 9.083333 0.5625 01939N19391.24125 9.083333 0.9375 01940N19401.24125 9.083333 1.125 01941N19411.24125 9.083333 1.3125 01942N19421.24125 9.083333 1.5 01943N19431.2725 9.083333 0.9375 01944N19441.2725 9.083333 1.125 01945N19451.2725 9.083333 1.3125 01946N19461.2725 9.083333 1.5 01947N19471.30375 9.083333 0.9375 01948N19481.30375 9.083333 1.125 01949N19491.30375 9.083333 1.3125 01950N19501.30375 9.083333 1.5 01951N19511.335 9.083333 0.9375 01952N19521.335 9.083333 1.125 01953N19531.335 9.083333 1.3125 01954N19541.24125 9.083333 1.6875 01955N19551.24125 9.083333 1.875 01956N19561.24125 9.083333 2.0625 01957N19571.24125 9.083333 2.25 01958N19581.2725 9.083333 1.6875 01959N19591.2725 9.083333 1.875 01960N19601.2725 9.083333 2.0625 01961N19611.2725 9.083333 2.25 01962N19621.30375 9.083333 1.6875 01963N19631.30375 9.083333 1.875 0 RISA-3D Version 17.0.4 Page 41 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1964 N1964 1.30375 9.083333 2.0625 01965N19651.30375 9.083333 2.25 01966N19661.335 9.083333 1.6875 01967N19671.335 9.083333 1.875 01968N19681.335 9.083333 2.0625 01969N19691.24125 9.083333 2.4375 01970N19701.24125 9.083333 2.625 01971N19711.24125 9.083333 2.8125 01972N19721.24125 9.083333 3 01973N19731.2725 9.083333 2.4375 01974N19741.2725 9.083333 2.625 01975N19751.2725 9.083333 2.8125 01976N19761.2725 9.083333 3 01977N19771.30375 9.083333 2.4375 01978N19781.30375 9.083333 2.625 01979N19791.30375 9.083333 2.8125 01980N19801.30375 9.083333 3 01981N19811.335 9.083333 2.4375 01982N19821.335 9.083333 2.625 01983N19831.335 9.083333 2.8125 01984N1984.335 9.083333 3.09375 01985N1985.335 9.083333 3.1875 01986N1986.335 9.083333 3.28125 01987N19870.36625 9.083333 3.09375 01988N19880.36625 9.083333 3.1875 01989N19890.36625 9.083333 3.28125 01990N19900.36625 9.083333 3.375 01991N19910.3975 9.083333 3.09375 01992N19920.3975 9.083333 3.1875 01993N19930.3975 9.083333 3.28125 01994N19940.3975 9.083333 3.375 01995N19950.42875 9.083333 3.09375 01996N19960.42875 9.083333 3.1875 01997N19970.42875 9.083333 3.28125 01998N19980.42875 9.083333 3.375 01999N1999.46 9.083333 3.09375 02000N2000.46 9.083333 3.1875 02001N2001.46 9.083333 3.28125 02002N2002.335 9.083333 3.46875 02003N2003.335 9.083333 3.5625 02004N2004.335 9.083333 3.65625 02005N20050.36625 9.083333 3.46875 02006N20060.36625 9.083333 3.5625 02007N20070.36625 9.083333 3.65625 02008N20080.36625 9.083333 3.75 02009N20090.3975 9.083333 3.46875 02010N20100.3975 9.083333 3.5625 02011N20110.3975 9.083333 3.65625 02012N20120.3975 9.083333 3.75 02013N20130.42875 9.083333 3.46875 02014N20140.42875 9.083333 3.5625 02015N20150.42875 9.083333 3.65625 02016N20160.42875 9.083333 3.75 02017N2017.46 9.083333 3.46875 02018N2018.46 9.083333 3.5625 02019N2019.46 9.083333 3.65625 02020N2020.335 9.083333 3.84375 0 RISA-3D Version 17.0.4 Page 42 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2021 N2021 .335 9.083333 3.9375 02022N2022.335 9.083333 4.03125 02023N20230.36625 9.083333 3.84375 02024N20240.36625 9.083333 3.9375 02025N20250.36625 9.083333 4.03125 02026N20260.36625 9.083333 4.125 02027N20270.3975 9.083333 3.84375 02028N20280.3975 9.083333 3.9375 02029N20290.3975 9.083333 4.03125 02030N20300.3975 9.083333 4.125 02031N20310.42875 9.083333 3.84375 02032N20320.42875 9.083333 3.9375 02033N20330.42875 9.083333 4.03125 02034N20340.42875 9.083333 4.125 02035N2035.46 9.083333 3.84375 02036N2036.46 9.083333 3.9375 02037N2037.46 9.083333 4.03125 02038N2038.335 9.083333 4.21875 02039N2039.335 9.083333 4.3125 02040N2040.335 9.083333 4.40625 02041N20410.36625 9.083333 4.21875 02042N20420.36625 9.083333 4.3125 02043N20430.36625 9.083333 4.40625 02044N20440.36625 9.083333 4.5 02045N20450.3975 9.083333 4.21875 02046N20460.3975 9.083333 4.3125 02047N20470.3975 9.083333 4.40625 02048N20480.3975 9.083333 4.5 02049N20490.42875 9.083333 4.21875 02050N20500.42875 9.083333 4.3125 02051N20510.42875 9.083333 4.40625 02052N20520.42875 9.083333 4.5 02053N2053.46 9.083333 4.21875 02054N2054.46 9.083333 4.3125 02055N2055.46 9.083333 4.40625 02056N20560.49125 9.083333 3.09375 02057N20570.49125 9.083333 3.1875 02058N20580.49125 9.083333 3.28125 02059N20590.49125 9.083333 3.375 02060N20600.5225 9.083333 3.09375 02061N20610.5225 9.083333 3.1875 02062N20620.5225 9.083333 3.28125 02063N20630.5225 9.083333 3.375 02064N20640.55375 9.083333 3.09375 02065N20650.55375 9.083333 3.1875 02066N20660.55375 9.083333 3.28125 02067N20670.55375 9.083333 3.375 02068N2068.585 9.083333 3.09375 02069N2069.585 9.083333 3.1875 02070N2070.585 9.083333 3.28125 02071N20710.49125 9.083333 3.46875 02072N20720.49125 9.083333 3.5625 02073N20730.49125 9.083333 3.65625 02074N20740.49125 9.083333 3.75 02075N20750.5225 9.083333 3.46875 02076N20760.5225 9.083333 3.5625 02077N20770.5225 9.083333 3.65625 0 RISA-3D Version 17.0.4 Page 43 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2078 N2078 0.5225 9.083333 3.75 02079N20790.55375 9.083333 3.46875 02080N20800.55375 9.083333 3.5625 02081N20810.55375 9.083333 3.65625 02082N20820.55375 9.083333 3.75 02083N2083.585 9.083333 3.46875 02084N2084.585 9.083333 3.5625 02085N2085.585 9.083333 3.65625 02086N20860.49125 9.083333 3.84375 02087N20870.49125 9.083333 3.9375 02088N20880.49125 9.083333 4.03125 02089N20890.49125 9.083333 4.125 02090N20900.5225 9.083333 3.84375 02091N20910.5225 9.083333 3.9375 02092N20920.5225 9.083333 4.03125 02093N20930.5225 9.083333 4.125 02094N20940.55375 9.083333 3.84375 02095N20950.55375 9.083333 3.9375 02096N20960.55375 9.083333 4.03125 02097N20970.55375 9.083333 4.125 02098N2098.585 9.083333 3.84375 02099N2099.585 9.083333 3.9375 02100N2100.585 9.083333 4.03125 02101N21010.49125 9.083333 4.21875 02102N21020.49125 9.083333 4.3125 02103N21030.49125 9.083333 4.40625 02104N21040.49125 9.083333 4.5 02105N21050.5225 9.083333 4.21875 02106N21060.5225 9.083333 4.3125 02107N21070.5225 9.083333 4.40625 02108N21080.5225 9.083333 4.5 02109N21090.55375 9.083333 4.21875 02110N21100.55375 9.083333 4.3125 02111N21110.55375 9.083333 4.40625 02112N21120.55375 9.083333 4.5 02113N2113.585 9.083333 4.21875 02114N2114.585 9.083333 4.3125 02115N2115.585 9.083333 4.40625 02116N21160.61625 9.083333 3.09375 02117N21170.61625 9.083333 3.1875 02118N21180.61625 9.083333 3.28125 02119N21190.61625 9.083333 3.375 02120N21200.6475 9.083333 3.09375 02121N21210.6475 9.083333 3.1875 02122N21220.6475 9.083333 3.28125 02123N21230.6475 9.083333 3.375 02124N21240.67875 9.083333 3.09375 02125N21250.67875 9.083333 3.1875 02126N21260.67875 9.083333 3.28125 02127N21270.67875 9.083333 3.375 02128N2128.71 9.083333 3.09375 02129N2129.71 9.083333 3.1875 02130N2130.71 9.083333 3.28125 02131N21310.61625 9.083333 3.46875 02132N21320.61625 9.083333 3.5625 02133N21330.61625 9.083333 3.65625 02134N21340.61625 9.083333 3.75 0 RISA-3D Version 17.0.4 Page 44 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2135 N2135 0.6475 9.083333 3.46875 02136N21360.6475 9.083333 3.5625 02137N21370.6475 9.083333 3.65625 02138N21380.6475 9.083333 3.75 02139N21390.67875 9.083333 3.46875 02140N21400.67875 9.083333 3.5625 02141N21410.67875 9.083333 3.65625 02142N21420.67875 9.083333 3.75 02143N2143.71 9.083333 3.46875 02144N2144.71 9.083333 3.5625 02145N2145.71 9.083333 3.65625 02146N21460.61625 9.083333 3.84375 02147N21470.61625 9.083333 3.9375 02148N21480.61625 9.083333 4.03125 02149N21490.61625 9.083333 4.125 02150N21500.6475 9.083333 3.84375 02151N21510.6475 9.083333 3.9375 02152N21520.6475 9.083333 4.03125 02153N21530.6475 9.083333 4.125 02154N21540.67875 9.083333 3.84375 02155N21550.67875 9.083333 3.9375 02156N21560.67875 9.083333 4.03125 02157N21570.67875 9.083333 4.125 02158N2158.71 9.083333 3.84375 02159N2159.71 9.083333 3.9375 02160N2160.71 9.083333 4.03125 02161N21610.61625 9.083333 4.21875 02162N21620.61625 9.083333 4.3125 02163N21630.61625 9.083333 4.40625 02164N21640.61625 9.083333 4.5 02165N21650.6475 9.083333 4.21875 02166N21660.6475 9.083333 4.3125 02167N21670.6475 9.083333 4.40625 02168N21680.6475 9.083333 4.5 02169N21690.67875 9.083333 4.21875 02170N21700.67875 9.083333 4.3125 02171N21710.67875 9.083333 4.40625 02172N21720.67875 9.083333 4.5 02173N2173.71 9.083333 4.21875 02174N2174.71 9.083333 4.3125 02175N2175.71 9.083333 4.40625 02176N21760.74125 9.083333 3.09375 02177N21770.74125 9.083333 3.1875 02178N21780.74125 9.083333 3.28125 02179N21790.74125 9.083333 3.375 02180N21800.7725 9.083333 3.09375 02181N21810.7725 9.083333 3.1875 02182N21820.7725 9.083333 3.28125 02183N21830.7725 9.083333 3.375 02184N21840.80375 9.083333 3.09375 02185N21850.80375 9.083333 3.1875 02186N21860.80375 9.083333 3.28125 02187N21870.80375 9.083333 3.375 02188N2188.835 9.083333 3.09375 02189N2189.835 9.083333 3.1875 02190N2190.835 9.083333 3.28125 02191N21910.74125 9.083333 3.46875 0 RISA-3D Version 17.0.4 Page 45 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2192 N2192 0.74125 9.083333 3.5625 02193N21930.74125 9.083333 3.65625 02194N21940.74125 9.083333 3.75 02195N21950.7725 9.083333 3.46875 02196N21960.7725 9.083333 3.5625 02197N21970.7725 9.083333 3.65625 02198N21980.7725 9.083333 3.75 02199N21990.80375 9.083333 3.46875 02200N22000.80375 9.083333 3.5625 02201N22010.80375 9.083333 3.65625 02202N22020.80375 9.083333 3.75 02203N2203.835 9.083333 3.46875 02204N2204.835 9.083333 3.5625 02205N2205.835 9.083333 3.65625 02206N22060.74125 9.083333 3.84375 02207N22070.74125 9.083333 3.9375 02208N22080.74125 9.083333 4.03125 02209N22090.74125 9.083333 4.125 02210N22100.7725 9.083333 3.84375 02211N22110.7725 9.083333 3.9375 02212N22120.7725 9.083333 4.03125 02213N22130.7725 9.083333 4.125 02214N22140.80375 9.083333 3.84375 02215N22150.80375 9.083333 3.9375 02216N22160.80375 9.083333 4.03125 02217N22170.80375 9.083333 4.125 02218N2218.835 9.083333 3.84375 02219N2219.835 9.083333 3.9375 02220N2220.835 9.083333 4.03125 02221N22210.74125 9.083333 4.21875 02222N22220.74125 9.083333 4.3125 02223N22230.74125 9.083333 4.40625 02224N22240.74125 9.083333 4.5 02225N22250.7725 9.083333 4.21875 02226N22260.7725 9.083333 4.3125 02227N22270.7725 9.083333 4.40625 02228N22280.7725 9.083333 4.5 02229N22290.80375 9.083333 4.21875 02230N22300.80375 9.083333 4.3125 02231N22310.80375 9.083333 4.40625 02232N22320.80375 9.083333 4.5 02233N2233.835 9.083333 4.21875 02234N2234.835 9.083333 4.3125 02235N2235.835 9.083333 4.40625 02236N22360.86625 9.083333 3.09375 02237N22370.86625 9.083333 3.1875 02238N22380.86625 9.083333 3.28125 02239N22390.86625 9.083333 3.375 02240N22400.8975 9.083333 3.09375 02241N22410.8975 9.083333 3.1875 02242N22420.8975 9.083333 3.28125 02243N22430.8975 9.083333 3.375 02244N22440.92875 9.083333 3.09375 02245N22450.92875 9.083333 3.1875 02246N22460.92875 9.083333 3.28125 02247N22470.92875 9.083333 3.375 02248N2248.96 9.083333 3.09375 0 RISA-3D Version 17.0.4 Page 46 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2249 N2249 .96 9.083333 3.1875 02250N2250.96 9.083333 3.28125 02251N22510.86625 9.083333 3.46875 02252N22520.86625 9.083333 3.5625 02253N22530.86625 9.083333 3.65625 02254N22540.86625 9.083333 3.75 02255N22550.8975 9.083333 3.46875 02256N22560.8975 9.083333 3.5625 02257N22570.8975 9.083333 3.65625 02258N22580.8975 9.083333 3.75 02259N22590.92875 9.083333 3.46875 02260N22600.92875 9.083333 3.5625 02261N22610.92875 9.083333 3.65625 02262N22620.92875 9.083333 3.75 02263N2263.96 9.083333 3.46875 02264N2264.96 9.083333 3.5625 02265N2265.96 9.083333 3.65625 02266N22660.86625 9.083333 3.84375 02267N22670.86625 9.083333 3.9375 02268N22680.86625 9.083333 4.03125 02269N22690.86625 9.083333 4.125 02270N22700.8975 9.083333 3.84375 02271N22710.8975 9.083333 3.9375 02272N22720.8975 9.083333 4.03125 02273N22730.8975 9.083333 4.125 02274N22740.92875 9.083333 3.84375 02275N22750.92875 9.083333 3.9375 02276N22760.92875 9.083333 4.03125 02277N22770.92875 9.083333 4.125 02278N2278.96 9.083333 3.84375 02279N2279.96 9.083333 3.9375 02280N2280.96 9.083333 4.03125 02281N22810.86625 9.083333 4.21875 02282N22820.86625 9.083333 4.3125 02283N22830.86625 9.083333 4.40625 02284N22840.86625 9.083333 4.5 02285N22850.8975 9.083333 4.21875 02286N22860.8975 9.083333 4.3125 02287N22870.8975 9.083333 4.40625 02288N22880.8975 9.083333 4.5 02289N22890.92875 9.083333 4.21875 02290N22900.92875 9.083333 4.3125 02291N22910.92875 9.083333 4.40625 02292N22920.92875 9.083333 4.5 02293N2293.96 9.083333 4.21875 02294N2294.96 9.083333 4.3125 02295N2295.96 9.083333 4.40625 02296N22960.99125 9.083333 3.09375 02297N22970.99125 9.083333 3.1875 02298N22980.99125 9.083333 3.28125 02299N22990.99125 9.083333 3.375 02300N23001.0225 9.083333 3.09375 02301N23011.0225 9.083333 3.1875 02302N23021.0225 9.083333 3.28125 02303N23031.0225 9.083333 3.375 02304N23041.05375 9.083333 3.09375 02305N23051.05375 9.083333 3.1875 0 RISA-3D Version 17.0.4 Page 47 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2306 N2306 1.05375 9.083333 3.28125 02307N23071.05375 9.083333 3.375 02308N23081.085 9.083333 3.09375 02309N23091.085 9.083333 3.1875 02310N23101.085 9.083333 3.28125 02311N23110.99125 9.083333 3.46875 02312N23120.99125 9.083333 3.5625 02313N23130.99125 9.083333 3.65625 02314N23140.99125 9.083333 3.75 02315N23151.0225 9.083333 3.46875 02316N23161.0225 9.083333 3.5625 02317N23171.0225 9.083333 3.65625 02318N23181.0225 9.083333 3.75 02319N23191.05375 9.083333 3.46875 02320N23201.05375 9.083333 3.5625 02321N23211.05375 9.083333 3.65625 02322N23221.05375 9.083333 3.75 02323N23231.085 9.083333 3.46875 02324N23241.085 9.083333 3.5625 02325N23251.085 9.083333 3.65625 02326N23260.99125 9.083333 3.84375 02327N23270.99125 9.083333 3.9375 02328N23280.99125 9.083333 4.03125 02329N23290.99125 9.083333 4.125 02330N23301.0225 9.083333 3.84375 02331N23311.0225 9.083333 3.9375 02332N23321.0225 9.083333 4.03125 02333N23331.0225 9.083333 4.125 02334N23341.05375 9.083333 3.84375 02335N23351.05375 9.083333 3.9375 02336N23361.05375 9.083333 4.03125 02337N23371.05375 9.083333 4.125 02338N23381.085 9.083333 3.84375 02339N23391.085 9.083333 3.9375 02340N23401.085 9.083333 4.03125 02341N23410.99125 9.083333 4.21875 02342N23420.99125 9.083333 4.3125 02343N23430.99125 9.083333 4.40625 02344N23440.99125 9.083333 4.5 02345N23451.0225 9.083333 4.21875 02346N23461.0225 9.083333 4.3125 02347N23471.0225 9.083333 4.40625 02348N23481.0225 9.083333 4.5 02349N23491.05375 9.083333 4.21875 02350N23501.05375 9.083333 4.3125 02351N23511.05375 9.083333 4.40625 02352N23521.05375 9.083333 4.5 02353N23531.085 9.083333 4.21875 02354N23541.085 9.083333 4.3125 02355N23551.085 9.083333 4.40625 02356N23561.11625 9.083333 3.09375 02357N23571.11625 9.083333 3.1875 02358N23581.11625 9.083333 3.28125 02359N23591.11625 9.083333 3.375 02360N23601.1475 9.083333 3.09375 02361N23611.1475 9.083333 3.1875 02362N23621.1475 9.083333 3.28125 0 RISA-3D Version 17.0.4 Page 48 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2363 N2363 1.1475 9.083333 3.375 02364N23641.17875 9.083333 3.09375 02365N23651.17875 9.083333 3.1875 02366N23661.17875 9.083333 3.28125 02367N23671.17875 9.083333 3.375 02368N23681.21 9.083333 3.09375 02369N23691.21 9.083333 3.1875 02370N23701.21 9.083333 3.28125 02371N23711.11625 9.083333 3.46875 02372N23721.11625 9.083333 3.5625 02373N23731.11625 9.083333 3.65625 02374N23741.11625 9.083333 3.75 02375N23751.1475 9.083333 3.46875 02376N23761.1475 9.083333 3.5625 02377N23771.1475 9.083333 3.65625 02378N23781.1475 9.083333 3.75 02379N23791.17875 9.083333 3.46875 02380N23801.17875 9.083333 3.5625 02381N23811.17875 9.083333 3.65625 02382N23821.17875 9.083333 3.75 02383N23831.21 9.083333 3.46875 02384N23841.21 9.083333 3.5625 02385N23851.21 9.083333 3.65625 02386N23861.11625 9.083333 3.84375 02387N23871.11625 9.083333 3.9375 02388N23881.11625 9.083333 4.03125 02389N23891.11625 9.083333 4.125 02390N23901.1475 9.083333 3.84375 02391N23911.1475 9.083333 3.9375 02392N23921.1475 9.083333 4.03125 02393N23931.1475 9.083333 4.125 02394N23941.17875 9.083333 3.84375 02395N23951.17875 9.083333 3.9375 02396N23961.17875 9.083333 4.03125 02397N23971.17875 9.083333 4.125 02398N23981.21 9.083333 3.84375 02399N23991.21 9.083333 3.9375 02400N24001.21 9.083333 4.03125 02401N24011.11625 9.083333 4.21875 02402N24021.11625 9.083333 4.3125 02403N24031.11625 9.083333 4.40625 02404N24041.11625 9.083333 4.5 02405N24051.1475 9.083333 4.21875 02406N24061.1475 9.083333 4.3125 02407N24071.1475 9.083333 4.40625 02408N24081.1475 9.083333 4.5 02409N24091.17875 9.083333 4.21875 02410N24101.17875 9.083333 4.3125 02411N24111.17875 9.083333 4.40625 02412N24121.17875 9.083333 4.5 02413N24131.21 9.083333 4.21875 02414N24141.21 9.083333 4.3125 02415N24151.21 9.083333 4.40625 02416N24161.24125 9.083333 3.09375 02417N24171.24125 9.083333 3.1875 02418N24181.24125 9.083333 3.28125 02419N24191.24125 9.083333 3.375 0 RISA-3D Version 17.0.4 Page 49 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2420 N2420 1.2725 9.083333 3.09375 02421N24211.2725 9.083333 3.1875 02422N24221.2725 9.083333 3.28125 02423N24231.2725 9.083333 3.375 02424N24241.30375 9.083333 3.09375 02425N24251.30375 9.083333 3.1875 02426N24261.30375 9.083333 3.28125 02427N24271.30375 9.083333 3.375 02428N24281.335 9.083333 3.09375 02429N24291.335 9.083333 3.1875 02430N24301.335 9.083333 3.28125 02431N24311.24125 9.083333 3.46875 02432N24321.24125 9.083333 3.5625 02433N24331.24125 9.083333 3.65625 02434N24341.24125 9.083333 3.75 02435N24351.2725 9.083333 3.46875 02436N24361.2725 9.083333 3.5625 02437N24371.2725 9.083333 3.65625 02438N24381.2725 9.083333 3.75 02439N24391.30375 9.083333 3.46875 02440N24401.30375 9.083333 3.5625 02441N24411.30375 9.083333 3.65625 02442N24421.30375 9.083333 3.75 02443N24431.335 9.083333 3.46875 02444N24441.335 9.083333 3.5625 02445N24451.335 9.083333 3.65625 02446N24461.24125 9.083333 3.84375 02447N24471.24125 9.083333 3.9375 02448N24481.24125 9.083333 4.03125 02449N24491.24125 9.083333 4.125 02450N24501.2725 9.083333 3.84375 02451N24511.2725 9.083333 3.9375 02452N24521.2725 9.083333 4.03125 02453N24531.2725 9.083333 4.125 02454N24541.30375 9.083333 3.84375 02455N24551.30375 9.083333 3.9375 02456N24561.30375 9.083333 4.03125 02457N24571.30375 9.083333 4.125 02458N24581.335 9.083333 3.84375 02459N24591.335 9.083333 3.9375 02460N24601.335 9.083333 4.03125 02461N24611.24125 9.083333 4.21875 02462N24621.24125 9.083333 4.3125 02463N24631.24125 9.083333 4.40625 02464N24641.24125 9.083333 4.5 02465N24651.2725 9.083333 4.21875 02466N24661.2725 9.083333 4.3125 02467N24671.2725 9.083333 4.40625 02468N24681.2725 9.083333 4.5 02469N24691.30375 9.083333 4.21875 02470N24701.30375 9.083333 4.3125 02471N24711.30375 9.083333 4.40625 02472N24721.30375 9.083333 4.5 02473N24731.335 9.083333 4.21875 02474N24741.335 9.083333 4.3125 02475N24751.335 9.083333 4.40625 02476N2476.335 9.083333 4.53125 0 RISA-3D Version 17.0.4 Page 50 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2477 N2477 .335 9.083333 4.5625 02478N2478.335 9.083333 4.59375 02479N24790.3975 9.083333 4.53125 02480N24800.3975 9.083333 4.5625 02481N24810.3975 9.083333 4.59375 02482N24820.3975 9.083333 4.625 02483N2483.46 9.083333 4.53125 02484N2484.46 9.083333 4.5625 02485N2485.46 9.083333 4.59375 02486N2486.46 9.083333 4.625 02487N24870.5225 9.083333 4.53125 02488N24880.5225 9.083333 4.5625 02489N24890.5225 9.083333 4.59375 02490N24900.5225 9.083333 4.625 02491N2491.585 9.083333 4.53125 02492N2492.585 9.083333 4.5625 02493N2493.585 9.083333 4.59375 02494N2494.335 9.083333 4.65625 02495N2495.335 9.083333 4.6875 02496N2496.335 9.083333 4.71875 02497N24970.3975 9.083333 4.65625 02498N24980.3975 9.083333 4.6875 02499N24990.3975 9.083333 4.71875 02500N25000.3975 9.083333 4.75 02501N2501.46 9.083333 4.65625 02502N2502.46 9.083333 4.6875 02503N2503.46 9.083333 4.71875 02504N2504.46 9.083333 4.75 02505N25050.5225 9.083333 4.65625 02506N25060.5225 9.083333 4.6875 02507N25070.5225 9.083333 4.71875 02508N25080.5225 9.083333 4.75 02509N2509.585 9.083333 4.65625 02510N2510.585 9.083333 4.6875 02511N2511.585 9.083333 4.71875 02512N2512.335 9.083333 4.78125 02513N2513.335 9.083333 4.8125 02514N2514.335 9.083333 4.84375 02515N25150.3975 9.083333 4.78125 02516N25160.3975 9.083333 4.8125 02517N25170.3975 9.083333 4.84375 02518N25180.3975 9.083333 4.875 02519N2519.46 9.083333 4.78125 02520N2520.46 9.083333 4.8125 02521N2521.46 9.083333 4.84375 02522N2522.46 9.083333 4.875 02523N25230.5225 9.083333 4.78125 02524N25240.5225 9.083333 4.8125 02525N25250.5225 9.083333 4.84375 02526N25260.5225 9.083333 4.875 02527N2527.585 9.083333 4.78125 02528N2528.585 9.083333 4.8125 02529N2529.585 9.083333 4.84375 02530N2530.335 9.083333 4.90625 02531N2531.335 9.083333 4.9375 02532N2532.335 9.083333 4.96875 02533N25330.3975 9.083333 4.90625 0 RISA-3D Version 17.0.4 Page 51 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2534 N2534 0.3975 9.083333 4.9375 02535N25350.3975 9.083333 4.96875 02536N25360.3975 9.083333 5 02537N2537.46 9.083333 4.90625 02538N2538.46 9.083333 4.9375 02539N2539.46 9.083333 4.96875 02540N2540.46 9.083333 5 02541N25410.5225 9.083333 4.90625 02542N25420.5225 9.083333 4.9375 02543N25430.5225 9.083333 4.96875 02544N25440.5225 9.083333 5 02545N2545.585 9.083333 4.90625 02546N2546.585 9.083333 4.9375 02547N2547.585 9.083333 4.96875 02548N25480.6475 9.083333 4.53125 02549N25490.6475 9.083333 4.5625 02550N25500.6475 9.083333 4.59375 02551N25510.6475 9.083333 4.625 02552N2552.71 9.083333 4.53125 02553N2553.71 9.083333 4.5625 02554N2554.71 9.083333 4.59375 02555N2555.71 9.083333 4.625 02556N25560.7725 9.083333 4.53125 02557N25570.7725 9.083333 4.5625 02558N25580.7725 9.083333 4.59375 02559N25590.7725 9.083333 4.625 02560N2560.835 9.083333 4.53125 02561N2561.835 9.083333 4.5625 02562N2562.835 9.083333 4.59375 02563N25630.6475 9.083333 4.65625 02564N25640.6475 9.083333 4.6875 02565N25650.6475 9.083333 4.71875 02566N25660.6475 9.083333 4.75 02567N2567.71 9.083333 4.65625 02568N2568.71 9.083333 4.6875 02569N2569.71 9.083333 4.71875 02570N2570.71 9.083333 4.75 02571N25710.7725 9.083333 4.65625 02572N25720.7725 9.083333 4.6875 02573N25730.7725 9.083333 4.71875 02574N25740.7725 9.083333 4.75 02575N2575.835 9.083333 4.65625 02576N2576.835 9.083333 4.6875 02577N2577.835 9.083333 4.71875 02578N25780.6475 9.083333 4.78125 02579N25790.6475 9.083333 4.8125 02580N25800.6475 9.083333 4.84375 02581N25810.6475 9.083333 4.875 02582N2582.71 9.083333 4.78125 02583N2583.71 9.083333 4.8125 02584N2584.71 9.083333 4.84375 02585N2585.71 9.083333 4.875 02586N25860.7725 9.083333 4.78125 02587N25870.7725 9.083333 4.8125 02588N25880.7725 9.083333 4.84375 02589N25890.7725 9.083333 4.875 02590N2590.835 9.083333 4.78125 0 RISA-3D Version 17.0.4 Page 52 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2591 N2591 .835 9.083333 4.8125 02592N2592.835 9.083333 4.84375 02593N25930.6475 9.083333 4.90625 02594N25940.6475 9.083333 4.9375 02595N25950.6475 9.083333 4.96875 02596N25960.6475 9.083333 5 02597N2597.71 9.083333 4.90625 02598N2598.71 9.083333 4.9375 02599N2599.71 9.083333 4.96875 02600N2600.71 9.083333 5 02601N26010.7725 9.083333 4.90625 02602N26020.7725 9.083333 4.9375 02603N26030.7725 9.083333 4.96875 02604N26040.7725 9.083333 5 02605N2605.835 9.083333 4.90625 02606N2606.835 9.083333 4.9375 02607N2607.835 9.083333 4.96875 02608N26080.8975 9.083333 4.53125 02609N26090.8975 9.083333 4.5625 02610N26100.8975 9.083333 4.59375 02611N26110.8975 9.083333 4.625 02612N2612.96 9.083333 4.53125 02613N2613.96 9.083333 4.5625 02614N2614.96 9.083333 4.59375 02615N2615.96 9.083333 4.625 02616N26161.0225 9.083333 4.53125 02617N26171.0225 9.083333 4.5625 02618N26181.0225 9.083333 4.59375 02619N26191.0225 9.083333 4.625 02620N26201.085 9.083333 4.53125 02621N26211.085 9.083333 4.5625 02622N26221.085 9.083333 4.59375 02623N26230.8975 9.083333 4.65625 02624N26240.8975 9.083333 4.6875 02625N26250.8975 9.083333 4.71875 02626N26260.8975 9.083333 4.75 02627N2627.96 9.083333 4.65625 02628N2628.96 9.083333 4.6875 02629N2629.96 9.083333 4.71875 02630N2630.96 9.083333 4.75 02631N26311.0225 9.083333 4.65625 02632N26321.0225 9.083333 4.6875 02633N26331.0225 9.083333 4.71875 02634N26341.0225 9.083333 4.75 02635N26351.085 9.083333 4.65625 02636N26361.085 9.083333 4.6875 02637N26371.085 9.083333 4.71875 02638N26380.8975 9.083333 4.78125 02639N26390.8975 9.083333 4.8125 02640N26400.8975 9.083333 4.84375 02641N26410.8975 9.083333 4.875 02642N2642.96 9.083333 4.78125 02643N2643.96 9.083333 4.8125 02644N2644.96 9.083333 4.84375 02645N2645.96 9.083333 4.875 02646N26461.0225 9.083333 4.78125 02647N26471.0225 9.083333 4.8125 0 RISA-3D Version 17.0.4 Page 53 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2648 N2648 1.0225 9.083333 4.84375 02649N26491.0225 9.083333 4.875 02650N26501.085 9.083333 4.78125 02651N26511.085 9.083333 4.8125 02652N26521.085 9.083333 4.84375 02653N26530.8975 9.083333 4.90625 02654N26540.8975 9.083333 4.9375 02655N26550.8975 9.083333 4.96875 02656N26560.8975 9.083333 5 02657N2657.96 9.083333 4.90625 02658N2658.96 9.083333 4.9375 02659N2659.96 9.083333 4.96875 02660N2660.96 9.083333 5 02661N26611.0225 9.083333 4.90625 02662N26621.0225 9.083333 4.9375 02663N26631.0225 9.083333 4.96875 02664N26641.0225 9.083333 5 02665N26651.085 9.083333 4.90625 02666N26661.085 9.083333 4.9375 02667N26671.085 9.083333 4.96875 02668N26681.1475 9.083333 4.53125 02669N26691.1475 9.083333 4.5625 02670N26701.1475 9.083333 4.59375 02671N26711.1475 9.083333 4.625 02672N26721.21 9.083333 4.53125 02673N26731.21 9.083333 4.5625 02674N26741.21 9.083333 4.59375 02675N26751.21 9.083333 4.625 02676N26761.2725 9.083333 4.53125 02677N26771.2725 9.083333 4.5625 02678N26781.2725 9.083333 4.59375 02679N26791.2725 9.083333 4.625 02680N26801.335 9.083333 4.53125 02681N26811.335 9.083333 4.5625 02682N26821.335 9.083333 4.59375 02683N26831.1475 9.083333 4.65625 02684N26841.1475 9.083333 4.6875 02685N26851.1475 9.083333 4.71875 02686N26861.1475 9.083333 4.75 02687N26871.21 9.083333 4.65625 02688N26881.21 9.083333 4.6875 02689N26891.21 9.083333 4.71875 02690N26901.21 9.083333 4.75 02691N26911.2725 9.083333 4.65625 02692N26921.2725 9.083333 4.6875 02693N26931.2725 9.083333 4.71875 02694N26941.2725 9.083333 4.75 02695N26951.335 9.083333 4.65625 02696N26961.335 9.083333 4.6875 02697N26971.335 9.083333 4.71875 02698N26981.1475 9.083333 4.78125 02699N26991.1475 9.083333 4.8125 02700N27001.1475 9.083333 4.84375 02701N27011.1475 9.083333 4.875 02702N27021.21 9.083333 4.78125 02703N27031.21 9.083333 4.8125 02704N27041.21 9.083333 4.84375 0 RISA-3D Version 17.0.4 Page 54 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...2705 N2705 1.21 9.083333 4.875 02706N27061.2725 9.083333 4.78125 02707N27071.2725 9.083333 4.8125 02708N27081.2725 9.083333 4.84375 02709N27091.2725 9.083333 4.875 02710N27101.335 9.083333 4.78125 02711N27111.335 9.083333 4.8125 02712N27121.335 9.083333 4.84375 02713N27131.1475 9.083333 4.90625 02714N27141.1475 9.083333 4.9375 02715N27151.1475 9.083333 4.96875 02716N27161.1475 9.083333 5 02717N27171.21 9.083333 4.90625 02718N27181.21 9.083333 4.9375 02719N27191.21 9.083333 4.96875 02720N27201.21 9.083333 5 02721N27211.2725 9.083333 4.90625 02722N27221.2725 9.083333 4.9375 02723N27231.2725 9.083333 4.96875 02724N27241.2725 9.083333 5 02725N27251.335 9.083333 4.90625 02726N27261.335 9.083333 4.9375 02727N27271.335 9.083333 4.96875 0 Joint Loads and Enforced Displacements Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft...No Data to Print ... Member Point Loads (BLC 1 : Dead) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 Y -.007 .252CT2-2 Y -.007 .253CT3-2 Y -.007 .25 Member Point Loads (BLC 2 : 0 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.003 .25 2 CT2-2 X -.003 .25 3 CT3-2 X -.003 .25 Member Point Loads (BLC 3 : 30 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.002 .252CT2-2 X -.002 .253CT3-2 X -.002 .254CT1-2 Z -.001 .255CT2-2 Z -.001 .256CT3-2 Z -.001 .25 Member Point Loads (BLC 4 : 45 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.001 .25 RISA-3D Version 17.0.4 Page 55 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Point Loads (BLC 4 : 45 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%]2 CT2-2 X -.001 .253CT3-2 X -.001 .254CT1-2 Z -.001 .255CT2-2 Z -.001 .256CT3-2 Z -.001 .25 Member Point Loads (BLC 5 : 60 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.000441 .252CT2-2 X -.000441 .253CT3-2 X -.000441 .254CT1-2 Z -.000763 .255CT2-2 Z -.000763 .256CT3-2 Z -.000763 .25 Member Point Loads (BLC 6 : 90 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 Z -6.9e-5 .25 2 CT2-2 Z -6.9e-5 .25 3 CT3-2 Z -6.9e-5 .25 Member Point Loads (BLC 7 : 120 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X .000441 .252CT2-2 X .000441 .253CT3-2 X .000441 .254CT1-2 Z -.000763 .255CT2-2 Z -.000763 .256CT3-2 Z -.000763 .25 Member Point Loads (BLC 8 : 135 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X .001 .252CT2-2 X .001 .253CT3-2 X .001 .254CT1-2 Z -.001 .255CT2-2 Z -.001 .256CT3-2 Z -.001 .25 Member Point Loads (BLC 9 : 150 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X .002 .252CT2-2 X .002 .253CT3-2 X .002 .254CT1-2 Z -.001 .255CT2-2 Z -.001 .256CT3-2 Z -.001 .25 Member Point Loads (BLC 10 : 180 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X .003 .252CT2-2 X .003 .253CT3-2 X .003 .25 RISA-3D Version 17.0.4 Page 56 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Point Loads (BLC 11 : 210 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X .002 .252CT2-2 X .002 .253CT3-2 X .002 .254CT1-2 Z .001 .255CT2-2 Z .001 .256CT3-2 Z .001 .25 Member Point Loads (BLC 12 : 225 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X .001 .252CT2-2 X .001 .253CT3-2 X .001 .254CT1-2 Z .001 .255CT2-2 Z .001 .256CT3-2 Z .001 .25 Member Point Loads (BLC 13 : 240 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X .000441 .25 2 CT2-2 X .000441 .25 3 CT3-2 X .000441 .25 4 CT1-2 Z .000763 .25 5 CT2-2 Z .000763 .256CT3-2 Z .000763 .25 Member Point Loads (BLC 14 : 270 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 Z 6.9e-5 .252CT2-2 Z 6.9e-5 .253CT3-2 Z 6.9e-5 .25 Member Point Loads (BLC 15 : 300 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.000441 .252CT2-2 X -.000441 .253CT3-2 X -.000441 .254CT1-2 Z .000763 .255CT2-2 Z .000763 .256CT3-2 Z .000763 .25 Member Point Loads (BLC 16 : 315 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.001 .252CT2-2 X -.001 .253CT3-2 X -.001 .254CT1-2 Z .001 .255CT2-2 Z .001 .256CT3-2 Z .001 .25 Member Point Loads (BLC 17 : 330 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.002 .252CT2-2 X -.002 .253CT3-2 X -.002 .25 RISA-3D Version 17.0.4 Page 57 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Point Loads (BLC 17 : 330 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%]4 CT1-2 Z .001 .255CT2-2 Z .001 .256CT3-2 Z .001 .25 Member Point Loads (BLC 18 : Ice Weight) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 Y 0 .25 2 CT2-2 Y 0 .253CT3-2 Y 0 .25 Member Point Loads (BLC 19 : 0 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.000331 .25 2 CT2-2 X -.000331 .25 3 CT3-2 X -.000331 .25 Member Point Loads (BLC 20 : 30 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.000216 .252CT2-2 X -.000216 .253CT3-2 X -.000216 .254CT1-2 Z -.000125 .255CT2-2 Z -.000125 .256CT3-2 Z -.000125 .25 Member Point Loads (BLC 21 : 45 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.000119 .252CT2-2 X -.000119 .253CT3-2 X -.000119 .254CT1-2 Z -.000119 .255CT2-2 Z -.000119 .256CT3-2 Z -.000119 .25 Member Point Loads (BLC 22 : 60 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -4.4e-5 .252CT2-2 X -4.4e-5 .253CT3-2 X -4.4e-5 .254CT1-2 Z -7.6e-5 .255CT2-2 Z -7.6e-5 .256CT3-2 Z -7.6e-5 .25 Member Point Loads (BLC 23 : 90 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 Z -7e-6 .252CT2-2 Z -7e-6 .253CT3-2 Z -7e-6 .25 Member Point Loads (BLC 24 : 120 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X 4.4e-5 .252CT2-2 X 4.4e-5 .25 RISA-3D Version 17.0.4 Page 58 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Point Loads (BLC 24 : 120 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%]3 CT3-2 X 4.4e-5 .254CT1-2 Z -7.6e-5 .255CT2-2 Z -7.6e-5 .256CT3-2 Z -7.6e-5 .25 Member Point Loads (BLC 25 : 135 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 CT1-2 X .000119 .252CT2-2 X .000119 .253CT3-2 X .000119 .254CT1-2 Z -.000119 .255CT2-2 Z -.000119 .256CT3-2 Z -.000119 .25 Member Point Loads (BLC 26 : 150 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X .000216 .25 2 CT2-2 X .000216 .25 3 CT3-2 X .000216 .25 4 CT1-2 Z -.000125 .25 5 CT2-2 Z -.000125 .25 6 CT3-2 Z -.000125 .25 Member Point Loads (BLC 27 : 180 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X .000331 .252CT2-2 X .000331 .253CT3-2 X .000331 .25 Member Point Loads (BLC 28 : 210 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X .000216 .252CT2-2 X .000216 .253CT3-2 X .000216 .254CT1-2 Z .000125 .255CT2-2 Z .000125 .256CT3-2 Z .000125 .25 Member Point Loads (BLC 29 : 225 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X .000119 .252CT2-2 X .000119 .253CT3-2 X .000119 .254CT1-2 Z .000119 .255CT2-2 Z .000119 .256CT3-2 Z .000119 .25 Member Point Loads (BLC 30 : 240 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X 4.4e-5 .252CT2-2 X 4.4e-5 .253CT3-2 X 4.4e-5 .254CT1-2 Z 7.6e-5 .255CT2-2 Z 7.6e-5 .25 RISA-3D Version 17.0.4 Page 59 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Point Loads (BLC 30 : 240 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%]6 CT3-2 Z 7.6e-5 .25 Member Point Loads (BLC 31 : 270 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 Z 7e-6 .25 2 CT2-2 Z 7e-6 .25 3 CT3-2 Z 7e-6 .25 Member Point Loads (BLC 32 : 300 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -4.4e-5 .25 2 CT2-2 X -4.4e-5 .25 3 CT3-2 X -4.4e-5 .25 4 CT1-2 Z 7.6e-5 .25 5 CT2-2 Z 7.6e-5 .25 6 CT3-2 Z 7.6e-5 .25 Member Point Loads (BLC 33 : 315 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.000119 .252CT2-2 X -.000119 .253CT3-2 X -.000119 .254CT1-2 Z .000119 .255CT2-2 Z .000119 .256CT3-2 Z .000119 .25 Member Point Loads (BLC 34 : 330 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.000216 .252CT2-2 X -.000216 .253CT3-2 X -.000216 .254CT1-2 Z .000125 .255CT2-2 Z .000125 .256CT3-2 Z .000125 .25 Member Point Loads (BLC 37 : Seismic Load X) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 X -.007 .252CT2-2 X -.007 .253CT3-2 X -.007 .25 Member Point Loads (BLC 38 : Seismic Load Z) Member Label Direction Magnitude[k,k-ft] Location[ft,%]1 CT1-2 Z -.007 .252CT2-2 Z -.007 .253CT3-2 Z -.007 .25 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 MP-1 X -.006 -.006 0 %1002MP-2 X -.006 -.006 0 %1003BB-1 X 0 0 0 %100 RISA-3D Version 17.0.4 Page 60 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) 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,%]4 BB-2 X 0 0 0 %1005BE1-1 X -.005 -.005 0 %1006BE1-2 X -.008 -.008 0 %1007BE1-3 X -.005 -.005 0 %1008BE2-3 X -.005 -.005 0 %1009BE2-2 X -.008 -.008 0 %10010BE2-1 X -.005 -.005 0 %10011BH-1 X -.004 -.004 0 %10012BH-2 X -.004 -.004 0 %10013BH-3 X -.004 -.004 0 %10014CT1-1 X 0 0 0 %10015CT1-2 X 0 0 0 %10016CT1-3 X 0 0 0 %10017CT2-1 X 0 0 0 %10018CT2-2 X 0 0 0 %10019CT2-3 X 0 0 0 %10020CT3-1 X 0 0 0 %10021CT3-2 X 0 0 0 %10022CT3-3 X 0 0 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 MP-1 X -.005 -.005 0 %1002MP-2 X -.005 -.005 0 %1003BB-1 X -.004 -.004 0 %1004BB-2 X -.004 -.004 0 %1005BE1-1 X -.004 -.004 0 %1006BE1-2 X -.006 -.006 0 %1007BE1-3 X -.004 -.004 0 %1008BE2-3 X -.004 -.004 0 %1009BE2-2 X -.006 -.006 0 %10010BE2-1 X -.004 -.004 0 %10011BH-1 X -.003 -.003 0 %10012BH-2 X -.003 -.003 0 %10013BH-3 X -.003 -.003 0 %10014CT1-1 X -.000718 -.000718 0 %10015CT1-2 X -.000718 -.000718 0 %10016CT1-3 X -.000718 -.000718 0 %10017CT2-1 X -.000718 -.000718 0 %10018CT2-2 X -.000718 -.000718 0 %10019CT2-3 X -.000718 -.000718 0 %10020CT3-1 X -.000718 -.000718 0 %10021CT3-2 X -.000718 -.000718 0 %10022CT3-3 X -.000718 -.000718 0 %10023MP-1 Z -.003 -.003 0 %10024MP-2 Z -.003 -.003 0 %10025BB-1 Z -.003 -.003 0 %10026BB-2 Z -.003 -.003 0 %10027BE1-1 Z -.002 -.002 0 %10028BE1-2 Z -.004 -.004 0 %10029BE1-3 Z -.002 -.002 0 %10030BE2-3 Z -.002 -.002 0 %10031BE2-2 Z -.004 -.004 0 %10032BE2-1 Z -.002 -.002 0 %10033BH-1 Z -.002 -.002 0 %10034BH-2 Z -.002 -.002 0 %100 RISA-3D Version 17.0.4 Page 61 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) 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,%]35 BH-3 Z -.002 -.002 0 %10036CT1-1 Z -.000542 -.000542 0 %10037CT1-2 Z -.000542 -.000542 0 %10038CT1-3 Z -.000542 -.000542 0 %10039CT2-1 Z -.000542 -.000542 0 %10040CT2-2 Z -.000542 -.000542 0 %10041CT2-3 Z -.000542 -.000542 0 %10042CT3-1 Z -.000542 -.000542 0 %10043CT3-2 Z -.000542 -.000542 0 %10044CT3-3 Z -.000542 -.000542 0 %100 Member Distributed Loads (BLC 4 : 45 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X -.004 -.004 0 %1002MP-2 X -.004 -.004 0 %1003BB-1 X -.005 -.005 0 %1004BB-2 X -.005 -.005 0 %1005BE1-1 X -.002 -.002 0 %1006BE1-2 X -.004 -.004 0 %1007BE1-3 X -.002 -.002 0 %1008BE2-3 X -.002 -.002 0 %1009BE2-2 X -.004 -.004 0 %10010BE2-1 X -.002 -.002 0 %10011BH-1 X -.003 -.003 0 %10012BH-2 X -.003 -.003 0 %10013BH-3 X -.003 -.003 0 %10014CT1-1 X -.00083 -.00083 0 %10015CT1-2 X -.00083 -.00083 0 %10016CT1-3 X -.00083 -.00083 0 %10017CT2-1 X -.00083 -.00083 0 %10018CT2-2 X -.00083 -.00083 0 %10019CT2-3 X -.00083 -.00083 0 %10020CT3-1 X -.00083 -.00083 0 %10021CT3-2 X -.00083 -.00083 0 %10022CT3-3 X -.00083 -.00083 0 %10023MP-1 Z -.004 -.004 0 %10024MP-2 Z -.004 -.004 0 %10025BB-1 Z -.005 -.005 0 %10026BB-2 Z -.005 -.005 0 %10027BE1-1 Z -.002 -.002 0 %10028BE1-2 Z -.004 -.004 0 %10029BE1-3 Z -.002 -.002 0 %10030BE2-3 Z -.002 -.002 0 %10031BE2-2 Z -.004 -.004 0 %10032BE2-1 Z -.002 -.002 0 %10033BH-1 Z -.003 -.003 0 %10034BH-2 Z -.003 -.003 0 %10035BH-3 Z -.003 -.003 0 %10036CT1-1 Z -.001 -.001 0 %10037CT1-2 Z -.001 -.001 0 %10038CT1-3 Z -.001 -.001 0 %10039CT2-1 Z -.001 -.001 0 %10040CT2-2 Z -.001 -.001 0 %10041CT2-3 Z -.001 -.001 0 %10042CT3-1 Z -.001 -.001 0 %10043CT3-2 Z -.001 -.001 0 %100 RISA-3D Version 17.0.4 Page 62 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) 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,%]44 CT3-3 Z -.001 -.001 0 %100 Member Distributed Loads (BLC 5 : 60 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X -.003 -.003 0 %100 2 MP-2 X -.003 -.003 0 %100 3 BB-1 X -.004 -.004 0 %100 4 BB-2 X -.004 -.004 0 %1005BE1-1 X -.001 -.001 0 %1006BE1-2 X -.002 -.002 0 %1007BE1-3 X -.001 -.001 0 %1008BE2-3 X -.001 -.001 0 %1009BE2-2 X -.002 -.002 0 %10010BE2-1 X -.001 -.001 0 %10011BH-1 X -.002 -.002 0 %10012BH-2 X -.002 -.002 0 %10013BH-3 X -.002 -.002 0 %10014CT1-1 X -.000718 -.000718 0 %10015CT1-2 X -.000718 -.000718 0 %10016CT1-3 X -.000718 -.000718 0 %10017CT2-1 X -.000718 -.000718 0 %10018CT2-2 X -.000718 -.000718 0 %10019CT2-3 X -.000718 -.000718 0 %10020CT3-1 X -.000718 -.000718 0 %10021CT3-2 X -.000718 -.000718 0 %10022CT3-3 X -.000718 -.000718 0 %10023MP-1 Z -.005 -.005 0 %10024MP-2 Z -.005 -.005 0 %10025BB-1 Z -.008 -.008 0 %10026BB-2 Z -.008 -.008 0 %10027BE1-1 Z -.002 -.002 0 %10028BE1-2 Z -.004 -.004 0 %10029BE1-3 Z -.002 -.002 0 %10030BE2-3 Z -.002 -.002 0 %10031BE2-2 Z -.004 -.004 0 %10032BE2-1 Z -.002 -.002 0 %10033BH-1 Z -.003 -.003 0 %10034BH-2 Z -.003 -.003 0 %10035BH-3 Z -.003 -.003 0 %10036CT1-1 Z -.002 -.002 0 %10037CT1-2 Z -.002 -.002 0 %10038CT1-3 Z -.002 -.002 0 %10039CT2-1 Z -.002 -.002 0 %10040CT2-2 Z -.002 -.002 0 %10041CT2-3 Z -.002 -.002 0 %10042CT3-1 Z -.002 -.002 0 %10043CT3-2 Z -.002 -.002 0 %10044CT3-3 Z -.002 -.002 0 %100 Member Distributed Loads (BLC 6 : 90 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 Z -.006 -.006 0 %1002MP-2 Z -.006 -.006 0 %1003BB-1 Z -.01 -.01 0 %1004BB-2 Z -.01 -.01 0 %1005BE1-1 Z 0 0 0 %100 RISA-3D Version 17.0.4 Page 63 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 6 : 90 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]6 BE1-2 Z 0 0 0 %1007BE1-3 Z 0 0 0 %1008BE2-3 Z 0 0 0 %1009BE2-2 Z 0 0 0 %10010BE2-1 Z 0 0 0 %10011BH-1 Z -.004 -.004 0 %10012BH-2 Z -.004 -.004 0 %10013BH-3 Z -.004 -.004 0 %10014CT1-1 Z -.002 -.002 0 %10015CT1-2 Z -.002 -.002 0 %10016CT1-3 Z -.002 -.002 0 %10017CT2-1 Z -.002 -.002 0 %10018CT2-2 Z -.002 -.002 0 %10019CT2-3 Z -.002 -.002 0 %10020CT3-1 Z -.002 -.002 0 %10021CT3-2 Z -.002 -.002 0 %10022CT3-3 Z -.002 -.002 0 %100 Member Distributed Loads (BLC 7 : 120 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .003 .003 0 %1002MP-2 X .003 .003 0 %1003BB-1 X .004 .004 0 %1004BB-2 X .004 .004 0 %1005BE1-1 X .001 .001 0 %1006BE1-2 X .002 .002 0 %1007BE1-3 X .001 .001 0 %1008BE2-3 X .001 .001 0 %1009BE2-2 X .002 .002 0 %10010BE2-1 X .001 .001 0 %10011BH-1 X .002 .002 0 %10012BH-2 X .002 .002 0 %10013BH-3 X .002 .002 0 %10014CT1-1 X .000718 .000718 0 %10015CT1-2 X .000718 .000718 0 %10016CT1-3 X .000718 .000718 0 %10017CT2-1 X .000718 .000718 0 %10018CT2-2 X .000718 .000718 0 %10019CT2-3 X .000718 .000718 0 %10020CT3-1 X .000718 .000718 0 %10021CT3-2 X .000718 .000718 0 %10022CT3-3 X .000718 .000718 0 %10023MP-1 Z -.005 -.005 0 %10024MP-2 Z -.005 -.005 0 %10025BB-1 Z -.008 -.008 0 %10026BB-2 Z -.008 -.008 0 %10027BE1-1 Z -.002 -.002 0 %10028BE1-2 Z -.004 -.004 0 %10029BE1-3 Z -.002 -.002 0 %10030BE2-3 Z -.002 -.002 0 %10031BE2-2 Z -.004 -.004 0 %10032BE2-1 Z -.002 -.002 0 %10033BH-1 Z -.003 -.003 0 %10034BH-2 Z -.003 -.003 0 %10035BH-3 Z -.003 -.003 0 %10036CT1-1 Z -.002 -.002 0 %100 RISA-3D Version 17.0.4 Page 64 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) 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,%]37 CT1-2 Z -.002 -.002 0 %10038CT1-3 Z -.002 -.002 0 %10039CT2-1 Z -.002 -.002 0 %10040CT2-2 Z -.002 -.002 0 %10041CT2-3 Z -.002 -.002 0 %10042CT3-1 Z -.002 -.002 0 %10043CT3-2 Z -.002 -.002 0 %10044CT3-3 Z -.002 -.002 0 %100 Member Distributed Loads (BLC 8 : 135 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .004 .004 0 %1002MP-2 X .004 .004 0 %1003BB-1 X .005 .005 0 %1004BB-2 X .005 .005 0 %1005BE1-1 X .002 .002 0 %1006BE1-2 X .004 .004 0 %1007BE1-3 X .002 .002 0 %1008BE2-3 X .002 .002 0 %1009BE2-2 X .004 .004 0 %10010BE2-1 X .002 .002 0 %10011BH-1 X .003 .003 0 %10012BH-2 X .003 .003 0 %10013BH-3 X .003 .003 0 %10014CT1-1 X .00083 .00083 0 %10015CT1-2 X .00083 .00083 0 %10016CT1-3 X .00083 .00083 0 %10017CT2-1 X .00083 .00083 0 %10018CT2-2 X .00083 .00083 0 %10019CT2-3 X .00083 .00083 0 %10020CT3-1 X .00083 .00083 0 %10021CT3-2 X .00083 .00083 0 %10022CT3-3 X .00083 .00083 0 %10023MP-1 Z -.004 -.004 0 %10024MP-2 Z -.004 -.004 0 %10025BB-1 Z -.005 -.005 0 %10026BB-2 Z -.005 -.005 0 %10027BE1-1 Z -.002 -.002 0 %10028BE1-2 Z -.004 -.004 0 %10029BE1-3 Z -.002 -.002 0 %10030BE2-3 Z -.002 -.002 0 %10031BE2-2 Z -.004 -.004 0 %10032BE2-1 Z -.002 -.002 0 %10033BH-1 Z -.003 -.003 0 %10034BH-2 Z -.003 -.003 0 %10035BH-3 Z -.003 -.003 0 %10036CT1-1 Z -.001 -.001 0 %10037CT1-2 Z -.001 -.001 0 %10038CT1-3 Z -.001 -.001 0 %10039CT2-1 Z -.001 -.001 0 %10040CT2-2 Z -.001 -.001 0 %10041CT2-3 Z -.001 -.001 0 %10042CT3-1 Z -.001 -.001 0 %10043CT3-2 Z -.001 -.001 0 %10044CT3-3 Z -.001 -.001 0 %100 RISA-3D Version 17.0.4 Page 65 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 9 : 150 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .005 .005 0 %1002MP-2 X .005 .005 0 %1003BB-1 X .004 .004 0 %1004BB-2 X .004 .004 0 %1005BE1-1 X .004 .004 0 %1006BE1-2 X .006 .006 0 %1007BE1-3 X .004 .004 0 %1008BE2-3 X .004 .004 0 %1009BE2-2 X .006 .006 0 %10010BE2-1 X .004 .004 0 %10011BH-1 X .003 .003 0 %10012BH-2 X .003 .003 0 %10013BH-3 X .003 .003 0 %10014CT1-1 X .000718 .000718 0 %10015CT1-2 X .000718 .000718 0 %10016CT1-3 X .000718 .000718 0 %10017CT2-1 X .000718 .000718 0 %10018CT2-2 X .000718 .000718 0 %10019CT2-3 X .000718 .000718 0 %10020CT3-1 X .000718 .000718 0 %10021CT3-2 X .000718 .000718 0 %10022CT3-3 X .000718 .000718 0 %10023MP-1 Z -.003 -.003 0 %10024MP-2 Z -.003 -.003 0 %10025BB-1 Z -.003 -.003 0 %10026BB-2 Z -.003 -.003 0 %10027BE1-1 Z -.002 -.002 0 %10028BE1-2 Z -.004 -.004 0 %10029BE1-3 Z -.002 -.002 0 %10030BE2-3 Z -.002 -.002 0 %10031BE2-2 Z -.004 -.004 0 %10032BE2-1 Z -.002 -.002 0 %10033BH-1 Z -.002 -.002 0 %10034BH-2 Z -.002 -.002 0 %10035BH-3 Z -.002 -.002 0 %10036CT1-1 Z -.000542 -.000542 0 %10037CT1-2 Z -.000542 -.000542 0 %10038CT1-3 Z -.000542 -.000542 0 %10039CT2-1 Z -.000542 -.000542 0 %10040CT2-2 Z -.000542 -.000542 0 %10041CT2-3 Z -.000542 -.000542 0 %10042CT3-1 Z -.000542 -.000542 0 %10043CT3-2 Z -.000542 -.000542 0 %10044CT3-3 Z -.000542 -.000542 0 %100 Member Distributed Loads (BLC 10 : 180 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .006 .006 0 %1002MP-2 X .006 .006 0 %1003BB-1 X 0 0 0 %1004BB-2 X 0 0 0 %1005BE1-1 X .005 .005 0 %1006BE1-2 X .008 .008 0 %1007BE1-3 X .005 .005 0 %1008BE2-3 X .005 .005 0 %1009BE2-2 X .008 .008 0 %100 RISA-3D Version 17.0.4 Page 66 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 10 : 180 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]10 BE2-1 X .005 .005 0 %10011BH-1 X .004 .004 0 %10012BH-2 X .004 .004 0 %10013BH-3 X .004 .004 0 %10014CT1-1 X 0 0 0 %10015CT1-2 X 0 0 0 %10016CT1-3 X 0 0 0 %10017CT2-1 X 0 0 0 %10018CT2-2 X 0 0 0 %10019CT2-3 X 0 0 0 %10020CT3-1 X 0 0 0 %10021CT3-2 X 0 0 0 %10022CT3-3 X 0 0 0 %100 Member Distributed Loads (BLC 11 : 210 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .005 .005 0 %1002MP-2 X .005 .005 0 %1003BB-1 X .004 .004 0 %1004BB-2 X .004 .004 0 %1005BE1-1 X .004 .004 0 %1006BE1-2 X .006 .006 0 %1007BE1-3 X .004 .004 0 %1008BE2-3 X .004 .004 0 %1009BE2-2 X .006 .006 0 %10010BE2-1 X .004 .004 0 %10011BH-1 X .003 .003 0 %10012BH-2 X .003 .003 0 %10013BH-3 X .003 .003 0 %10014CT1-1 X .000718 .000718 0 %10015CT1-2 X .000718 .000718 0 %10016CT1-3 X .000718 .000718 0 %10017CT2-1 X .000718 .000718 0 %10018CT2-2 X .000718 .000718 0 %10019CT2-3 X .000718 .000718 0 %10020CT3-1 X .000718 .000718 0 %10021CT3-2 X .000718 .000718 0 %10022CT3-3 X .000718 .000718 0 %10023MP-1 Z .003 .003 0 %10024MP-2 Z .003 .003 0 %10025BB-1 Z .003 .003 0 %10026BB-2 Z .003 .003 0 %10027BE1-1 Z .002 .002 0 %10028BE1-2 Z .004 .004 0 %10029BE1-3 Z .002 .002 0 %10030BE2-3 Z .002 .002 0 %10031BE2-2 Z .004 .004 0 %10032BE2-1 Z .002 .002 0 %10033BH-1 Z .002 .002 0 %10034BH-2 Z .002 .002 0 %10035BH-3 Z .002 .002 0 %10036CT1-1 Z .000542 .000542 0 %10037CT1-2 Z .000542 .000542 0 %10038CT1-3 Z .000542 .000542 0 %10039CT2-1 Z .000542 .000542 0 %10040CT2-2 Z .000542 .000542 0 %100 RISA-3D Version 17.0.4 Page 67 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 11 : 210 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]41 CT2-3 Z .000542 .000542 0 %10042CT3-1 Z .000542 .000542 0 %10043CT3-2 Z .000542 .000542 0 %10044CT3-3 Z .000542 .000542 0 %100 Member Distributed Loads (BLC 12 : 225 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%] 1 MP-1 X .004 .004 0 %1002MP-2 X .004 .004 0 %1003BB-1 X .005 .005 0 %1004BB-2 X .005 .005 0 %1005BE1-1 X .002 .002 0 %1006BE1-2 X .004 .004 0 %1007BE1-3 X .002 .002 0 %1008BE2-3 X .002 .002 0 %1009BE2-2 X .004 .004 0 %10010BE2-1 X .002 .002 0 %10011BH-1 X .003 .003 0 %10012BH-2 X .003 .003 0 %10013BH-3 X .003 .003 0 %10014CT1-1 X .00083 .00083 0 %10015CT1-2 X .00083 .00083 0 %10016CT1-3 X .00083 .00083 0 %10017CT2-1 X .00083 .00083 0 %10018CT2-2 X .00083 .00083 0 %10019CT2-3 X .00083 .00083 0 %10020CT3-1 X .00083 .00083 0 %10021CT3-2 X .00083 .00083 0 %10022CT3-3 X .00083 .00083 0 %10023MP-1 Z .004 .004 0 %10024MP-2 Z .004 .004 0 %10025BB-1 Z .005 .005 0 %10026BB-2 Z .005 .005 0 %10027BE1-1 Z .002 .002 0 %10028BE1-2 Z .004 .004 0 %10029BE1-3 Z .002 .002 0 %10030BE2-3 Z .002 .002 0 %10031BE2-2 Z .004 .004 0 %10032BE2-1 Z .002 .002 0 %10033BH-1 Z .003 .003 0 %10034BH-2 Z .003 .003 0 %10035BH-3 Z .003 .003 0 %10036CT1-1 Z .001 .001 0 %10037CT1-2 Z .001 .001 0 %10038CT1-3 Z .001 .001 0 %10039CT2-1 Z .001 .001 0 %10040CT2-2 Z .001 .001 0 %10041CT2-3 Z .001 .001 0 %10042CT3-1 Z .001 .001 0 %10043CT3-2 Z .001 .001 0 %10044CT3-3 Z .001 .001 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 MP-1 X .003 .003 0 %1002MP-2 X .003 .003 0 %100 RISA-3D Version 17.0.4 Page 68 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) 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,%]3 BB-1 X .004 .004 0 %1004BB-2 X .004 .004 0 %1005BE1-1 X .001 .001 0 %1006BE1-2 X .002 .002 0 %1007BE1-3 X .001 .001 0 %1008BE2-3 X .001 .001 0 %1009BE2-2 X .002 .002 0 %10010BE2-1 X .001 .001 0 %10011BH-1 X .002 .002 0 %10012BH-2 X .002 .002 0 %10013BH-3 X .002 .002 0 %10014CT1-1 X .000718 .000718 0 %10015CT1-2 X .000718 .000718 0 %10016CT1-3 X .000718 .000718 0 %10017CT2-1 X .000718 .000718 0 %10018CT2-2 X .000718 .000718 0 %10019CT2-3 X .000718 .000718 0 %10020CT3-1 X .000718 .000718 0 %10021CT3-2 X .000718 .000718 0 %10022CT3-3 X .000718 .000718 0 %10023MP-1 Z .005 .005 0 %10024MP-2 Z .005 .005 0 %10025BB-1 Z .008 .008 0 %10026BB-2 Z .008 .008 0 %10027BE1-1 Z .002 .002 0 %10028BE1-2 Z .004 .004 0 %10029BE1-3 Z .002 .002 0 %10030BE2-3 Z .002 .002 0 %10031BE2-2 Z .004 .004 0 %10032BE2-1 Z .002 .002 0 %10033BH-1 Z .003 .003 0 %10034BH-2 Z .003 .003 0 %10035BH-3 Z .003 .003 0 %10036CT1-1 Z .002 .002 0 %10037CT1-2 Z .002 .002 0 %10038CT1-3 Z .002 .002 0 %10039CT2-1 Z .002 .002 0 %10040CT2-2 Z .002 .002 0 %10041CT2-3 Z .002 .002 0 %10042CT3-1 Z .002 .002 0 %10043CT3-2 Z .002 .002 0 %10044CT3-3 Z .002 .002 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 MP-1 Z .006 .006 0 %1002MP-2 Z .006 .006 0 %1003BB-1 Z .01 .01 0 %1004BB-2 Z .01 .01 0 %1005BE1-1 Z 0 0 0 %1006BE1-2 Z 0 0 0 %1007BE1-3 Z 0 0 0 %1008BE2-3 Z 0 0 0 %1009BE2-2 Z 0 0 0 %10010BE2-1 Z 0 0 0 %10011BH-1 Z .004 .004 0 %100 RISA-3D Version 17.0.4 Page 69 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) 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,%]12 BH-2 Z .004 .004 0 %10013BH-3 Z .004 .004 0 %10014CT1-1 Z .002 .002 0 %10015CT1-2 Z .002 .002 0 %10016CT1-3 Z .002 .002 0 %10017CT2-1 Z .002 .002 0 %10018CT2-2 Z .002 .002 0 %10019CT2-3 Z .002 .002 0 %10020CT3-1 Z .002 .002 0 %10021CT3-2 Z .002 .002 0 %10022CT3-3 Z .002 .002 0 %100 Member Distributed Loads (BLC 15 : 300 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X -.003 -.003 0 %1002MP-2 X -.003 -.003 0 %1003BB-1 X -.004 -.004 0 %1004BB-2 X -.004 -.004 0 %1005BE1-1 X -.001 -.001 0 %1006BE1-2 X -.002 -.002 0 %1007BE1-3 X -.001 -.001 0 %1008BE2-3 X -.001 -.001 0 %1009BE2-2 X -.002 -.002 0 %10010BE2-1 X -.001 -.001 0 %10011BH-1 X -.002 -.002 0 %10012BH-2 X -.002 -.002 0 %10013BH-3 X -.002 -.002 0 %10014CT1-1 X -.000718 -.000718 0 %10015CT1-2 X -.000718 -.000718 0 %10016CT1-3 X -.000718 -.000718 0 %10017CT2-1 X -.000718 -.000718 0 %10018CT2-2 X -.000718 -.000718 0 %10019CT2-3 X -.000718 -.000718 0 %10020CT3-1 X -.000718 -.000718 0 %10021CT3-2 X -.000718 -.000718 0 %10022CT3-3 X -.000718 -.000718 0 %10023MP-1 Z .005 .005 0 %10024MP-2 Z .005 .005 0 %10025BB-1 Z .008 .008 0 %10026BB-2 Z .008 .008 0 %10027BE1-1 Z .002 .002 0 %10028BE1-2 Z .004 .004 0 %10029BE1-3 Z .002 .002 0 %10030BE2-3 Z .002 .002 0 %10031BE2-2 Z .004 .004 0 %10032BE2-1 Z .002 .002 0 %10033BH-1 Z .003 .003 0 %10034BH-2 Z .003 .003 0 %10035BH-3 Z .003 .003 0 %10036CT1-1 Z .002 .002 0 %10037CT1-2 Z .002 .002 0 %10038CT1-3 Z .002 .002 0 %10039CT2-1 Z .002 .002 0 %10040CT2-2 Z .002 .002 0 %10041CT2-3 Z .002 .002 0 %10042CT3-1 Z .002 .002 0 %100 RISA-3D Version 17.0.4 Page 70 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) 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,%]43 CT3-2 Z .002 .002 0 %10044CT3-3 Z .002 .002 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 MP-1 X -.004 -.004 0 %100 2 MP-2 X -.004 -.004 0 %100 3 BB-1 X -.005 -.005 0 %1004BB-2 X -.005 -.005 0 %1005BE1-1 X -.002 -.002 0 %1006BE1-2 X -.004 -.004 0 %1007BE1-3 X -.002 -.002 0 %1008BE2-3 X -.002 -.002 0 %1009BE2-2 X -.004 -.004 0 %10010BE2-1 X -.002 -.002 0 %10011BH-1 X -.003 -.003 0 %10012BH-2 X -.003 -.003 0 %10013BH-3 X -.003 -.003 0 %10014CT1-1 X -.00083 -.00083 0 %10015CT1-2 X -.00083 -.00083 0 %10016CT1-3 X -.00083 -.00083 0 %10017CT2-1 X -.00083 -.00083 0 %10018CT2-2 X -.00083 -.00083 0 %10019CT2-3 X -.00083 -.00083 0 %10020CT3-1 X -.00083 -.00083 0 %10021CT3-2 X -.00083 -.00083 0 %10022CT3-3 X -.00083 -.00083 0 %10023MP-1 Z .004 .004 0 %10024MP-2 Z .004 .004 0 %10025BB-1 Z .005 .005 0 %10026BB-2 Z .005 .005 0 %10027BE1-1 Z .002 .002 0 %10028BE1-2 Z .004 .004 0 %10029BE1-3 Z .002 .002 0 %10030BE2-3 Z .002 .002 0 %10031BE2-2 Z .004 .004 0 %10032BE2-1 Z .002 .002 0 %10033BH-1 Z .003 .003 0 %10034BH-2 Z .003 .003 0 %10035BH-3 Z .003 .003 0 %10036CT1-1 Z .001 .001 0 %10037CT1-2 Z .001 .001 0 %10038CT1-3 Z .001 .001 0 %10039CT2-1 Z .001 .001 0 %10040CT2-2 Z .001 .001 0 %10041CT2-3 Z .001 .001 0 %10042CT3-1 Z .001 .001 0 %10043CT3-2 Z .001 .001 0 %10044CT3-3 Z .001 .001 0 %100 Member Distributed Loads (BLC 17 : 330 Wind - No Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X -.005 -.005 0 %1002MP-2 X -.005 -.005 0 %1003BB-1 X -.004 -.004 0 %1004BB-2 X -.004 -.004 0 %100 RISA-3D Version 17.0.4 Page 71 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 17 : 330 Wind - No Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]5 BE1-1 X -.004 -.004 0 %1006BE1-2 X -.006 -.006 0 %1007BE1-3 X -.004 -.004 0 %1008BE2-3 X -.004 -.004 0 %1009BE2-2 X -.006 -.006 0 %10010BE2-1 X -.004 -.004 0 %10011BH-1 X -.003 -.003 0 %10012BH-2 X -.003 -.003 0 %10013BH-3 X -.003 -.003 0 %10014CT1-1 X -.000718 -.000718 0 %10015CT1-2 X -.000718 -.000718 0 %10016CT1-3 X -.000718 -.000718 0 %10017CT2-1 X -.000718 -.000718 0 %10018CT2-2 X -.000718 -.000718 0 %10019CT2-3 X -.000718 -.000718 0 %10020CT3-1 X -.000718 -.000718 0 %10021CT3-2 X -.000718 -.000718 0 %10022CT3-3 X -.000718 -.000718 0 %10023MP-1 Z .003 .003 0 %10024MP-2 Z .003 .003 0 %10025BB-1 Z .003 .003 0 %10026BB-2 Z .003 .003 0 %10027BE1-1 Z .002 .002 0 %10028BE1-2 Z .004 .004 0 %10029BE1-3 Z .002 .002 0 %10030BE2-3 Z .002 .002 0 %10031BE2-2 Z .004 .004 0 %10032BE2-1 Z .002 .002 0 %10033BH-1 Z .002 .002 0 %10034BH-2 Z .002 .002 0 %10035BH-3 Z .002 .002 0 %10036CT1-1 Z .000542 .000542 0 %10037CT1-2 Z .000542 .000542 0 %10038CT1-3 Z .000542 .000542 0 %10039CT2-1 Z .000542 .000542 0 %10040CT2-2 Z .000542 .000542 0 %10041CT2-3 Z .000542 .000542 0 %10042CT3-1 Z .000542 .000542 0 %10043CT3-2 Z .000542 .000542 0 %10044CT3-3 Z .000542 .000542 0 %100 Member Distributed Loads (BLC 18 : Ice Weight) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 Y 0 0 0 %1002MP-2 Y 0 0 0 %1003BB-1 Y 0 0 0 %1004BB-2 Y 0 0 0 %1005BE1-1 Y 0 0 0 %1006BE1-2 Y 0 0 0 %1007BE1-3 Y 0 0 0 %1008BE2-3 Y 0 0 0 %1009BE2-2 Y 0 0 0 %10010BE2-1 Y 0 0 0 %10011BH-1 Y 0 0 0 %10012BH-2 Y 0 0 0 %10013BH-3 Y 0 0 0 %100 RISA-3D Version 17.0.4 Page 72 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 18 : Ice Weight) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]14 CT1-1 Y 0 0 0 %10015CT1-2 Y 0 0 0 %10016CT1-3 Y 0 0 0 %10017CT2-1 Y 0 0 0 %10018CT2-2 Y 0 0 0 %10019CT2-3 Y 0 0 0 %10020CT3-1 Y 0 0 0 %10021CT3-2 Y 0 0 0 %10022CT3-3 Y 0 0 0 %100 Member Distributed Loads (BLC 19 : 0 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X -.000521 -.000521 0 %1002MP-2 X -.000521 -.000521 0 %1003BB-1 X -.000993 -.000993 0 %1004BB-2 X -.000993 -.000993 0 %1005BE1-1 X -.000496 -.000496 0 %1006BE1-2 X -.000827 -.000827 0 %1007BE1-3 X -.000496 -.000496 0 %1008BE2-3 X -.000496 -.000496 0 %1009BE2-2 X -.000827 -.000827 0 %10010BE2-1 X -.000496 -.000496 0 %10011BH-1 X -.000337 -.000337 0 %10012BH-2 X -.000337 -.000337 0 %10013BH-3 X -.000337 -.000337 0 %10014CT1-1 X -.000165 -.000165 0 %10015CT1-2 X -.000165 -.000165 0 %10016CT1-3 X -.000165 -.000165 0 %10017CT2-1 X -.000165 -.000165 0 %10018CT2-2 X -.000165 -.000165 0 %10019CT2-3 X -.000165 -.000165 0 %10020CT3-1 X -.000165 -.000165 0 %10021CT3-2 X -.000165 -.000165 0 %10022CT3-3 X -.000165 -.000165 0 %100 Member Distributed Loads (BLC 20 : 30 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X -.000451 -.000451 0 %1002MP-2 X -.000451 -.000451 0 %1003BB-1 X -.00043 -.00043 0 %1004BB-2 X -.00043 -.00043 0 %1005BE1-1 X -.000372 -.000372 0 %1006BE1-2 X -.000621 -.000621 0 %1007BE1-3 X -.000372 -.000372 0 %1008BE2-3 X -.000372 -.000372 0 %1009BE2-2 X -.000621 -.000621 0 %10010BE2-1 X -.000372 -.000372 0 %10011BH-1 X -.000292 -.000292 0 %10012BH-2 X -.000292 -.000292 0 %10013BH-3 X -.000292 -.000292 0 %10014CT1-1 X -7.2e-5 -7.2e-5 0 %10015CT1-2 X -7.2e-5 -7.2e-5 0 %10016CT1-3 X -7.2e-5 -7.2e-5 0 %10017CT2-1 X -7.2e-5 -7.2e-5 0 %10018CT2-2 X -7.2e-5 -7.2e-5 0 %10019CT2-3 X -7.2e-5 -7.2e-5 0 %100 RISA-3D Version 17.0.4 Page 73 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 20 : 30 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]20 CT3-1 X -7.2e-5 -7.2e-5 0 %10021CT3-2 X -7.2e-5 -7.2e-5 0 %10022CT3-3 X -7.2e-5 -7.2e-5 0 %10023MP-1 Z -.00029 -.00029 0 %10024MP-2 Z -.00029 -.00029 0 %10025BB-1 Z -.000253 -.000253 0 %10026BB-2 Z -.000253 -.000253 0 %10027BE1-1 Z -.000193 -.000193 0 %10028BE1-2 Z -.000322 -.000322 0 %10029BE1-3 Z -.000193 -.000193 0 %10030BE2-3 Z -.000193 -.000193 0 %10031BE2-2 Z -.000322 -.000322 0 %10032BE2-1 Z -.000193 -.000193 0 %10033BH-1 Z -.000187 -.000187 0 %10034BH-2 Z -.000187 -.000187 0 %10035BH-3 Z -.000187 -.000187 0 %10036CT1-1 Z -5.4e-5 -5.4e-5 0 %10037CT1-2 Z -5.4e-5 -5.4e-5 0 %10038CT1-3 Z -5.4e-5 -5.4e-5 0 %10039CT2-1 Z -5.4e-5 -5.4e-5 0 %10040CT2-2 Z -5.4e-5 -5.4e-5 0 %10041CT2-3 Z -5.4e-5 -5.4e-5 0 %10042CT3-1 Z -5.4e-5 -5.4e-5 0 %10043CT3-2 Z -5.4e-5 -5.4e-5 0 %10044CT3-3 Z -5.4e-5 -5.4e-5 0 %100 Member Distributed Loads (BLC 21 : 45 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X -.000369 -.000369 0 %1002MP-2 X -.000369 -.000369 0 %1003BB-1 X -.000496 -.000496 0 %1004BB-2 X -.000496 -.000496 0 %1005BE1-1 X -.000248 -.000248 0 %1006BE1-2 X -.000414 -.000414 0 %1007BE1-3 X -.000248 -.000248 0 %1008BE2-3 X -.000248 -.000248 0 %1009BE2-2 X -.000414 -.000414 0 %10010BE2-1 X -.000248 -.000248 0 %10011BH-1 X -.000238 -.000238 0 %10012BH-2 X -.000238 -.000238 0 %10013BH-3 X -.000238 -.000238 0 %10014CT1-1 X -8.3e-5 -8.3e-5 0 %10015CT1-2 X -8.3e-5 -8.3e-5 0 %10016CT1-3 X -8.3e-5 -8.3e-5 0 %10017CT2-1 X -8.3e-5 -8.3e-5 0 %10018CT2-2 X -8.3e-5 -8.3e-5 0 %10019CT2-3 X -8.3e-5 -8.3e-5 0 %10020CT3-1 X -8.3e-5 -8.3e-5 0 %10021CT3-2 X -8.3e-5 -8.3e-5 0 %10022CT3-3 X -8.3e-5 -8.3e-5 0 %10023MP-1 Z -.00041 -.00041 0 %10024MP-2 Z -.00041 -.00041 0 %10025BB-1 Z -.000506 -.000506 0 %10026BB-2 Z -.000506 -.000506 0 %10027BE1-1 Z -.000223 -.000223 0 %10028BE1-2 Z -.000372 -.000372 0 %100 RISA-3D Version 17.0.4 Page 74 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 21 : 45 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]29 BE1-3 Z -.000223 -.000223 0 %10030BE2-3 Z -.000223 -.000223 0 %10031BE2-2 Z -.000372 -.000372 0 %10032BE2-1 Z -.000223 -.000223 0 %10033BH-1 Z -.000264 -.000264 0 %10034BH-2 Z -.000264 -.000264 0 %10035BH-3 Z -.000264 -.000264 0 %10036CT1-1 Z -.000108 -.000108 0 %10037CT1-2 Z -.000108 -.000108 0 %10038CT1-3 Z -.000108 -.000108 0 %10039CT2-1 Z -.000108 -.000108 0 %10040CT2-2 Z -.000108 -.000108 0 %10041CT2-3 Z -.000108 -.000108 0 %10042CT3-1 Z -.000108 -.000108 0 %10043CT3-2 Z -.000108 -.000108 0 %10044CT3-3 Z -.000108 -.000108 0 %100 Member Distributed Loads (BLC 22 : 60 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X -.000261 -.000261 0 %1002MP-2 X -.000261 -.000261 0 %1003BB-1 X -.00043 -.00043 0 %1004BB-2 X -.00043 -.00043 0 %1005BE1-1 X -.000124 -.000124 0 %1006BE1-2 X -.000207 -.000207 0 %1007BE1-3 X -.000124 -.000124 0 %1008BE2-3 X -.000124 -.000124 0 %1009BE2-2 X -.000207 -.000207 0 %10010BE2-1 X -.000124 -.000124 0 %10011BH-1 X -.000168 -.000168 0 %10012BH-2 X -.000168 -.000168 0 %10013BH-3 X -.000168 -.000168 0 %10014CT1-1 X -7.2e-5 -7.2e-5 0 %10015CT1-2 X -7.2e-5 -7.2e-5 0 %10016CT1-3 X -7.2e-5 -7.2e-5 0 %10017CT2-1 X -7.2e-5 -7.2e-5 0 %10018CT2-2 X -7.2e-5 -7.2e-5 0 %10019CT2-3 X -7.2e-5 -7.2e-5 0 %10020CT3-1 X -7.2e-5 -7.2e-5 0 %10021CT3-2 X -7.2e-5 -7.2e-5 0 %10022CT3-3 X -7.2e-5 -7.2e-5 0 %10023MP-1 Z -.000502 -.000502 0 %10024MP-2 Z -.000502 -.000502 0 %10025BB-1 Z -.000759 -.000759 0 %10026BB-2 Z -.000759 -.000759 0 %10027BE1-1 Z -.000193 -.000193 0 %10028BE1-2 Z -.000322 -.000322 0 %10029BE1-3 Z -.000193 -.000193 0 %10030BE2-3 Z -.000193 -.000193 0 %10031BE2-2 Z -.000322 -.000322 0 %10032BE2-1 Z -.000193 -.000193 0 %10033BH-1 Z -.000324 -.000324 0 %10034BH-2 Z -.000324 -.000324 0 %10035BH-3 Z -.000324 -.000324 0 %10036CT1-1 Z -.000162 -.000162 0 %10037CT1-2 Z -.000162 -.000162 0 %100 RISA-3D Version 17.0.4 Page 75 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 22 : 60 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]38 CT1-3 Z -.000162 -.000162 0 %10039CT2-1 Z -.000162 -.000162 0 %10040CT2-2 Z -.000162 -.000162 0 %10041CT2-3 Z -.000162 -.000162 0 %10042CT3-1 Z -.000162 -.000162 0 %10043CT3-2 Z -.000162 -.000162 0 %10044CT3-3 Z -.000162 -.000162 0 %100 Member Distributed Loads (BLC 23 : 90 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 Z -.000579 -.000579 0 %1002MP-2 Z -.000579 -.000579 0 %1003BB-1 Z -.001 -.001 0 %1004BB-2 Z -.001 -.001 0 %1005BE1-1 Z 0 0 0 %1006BE1-2 Z 0 0 0 %1007BE1-3 Z 0 0 0 %1008BE2-3 Z 0 0 0 %1009BE2-2 Z 0 0 0 %10010BE2-1 Z 0 0 0 %10011BH-1 Z -.000374 -.000374 0 %10012BH-2 Z -.000374 -.000374 0 %10013BH-3 Z -.000374 -.000374 0 %10014CT1-1 Z -.000216 -.000216 0 %10015CT1-2 Z -.000216 -.000216 0 %10016CT1-3 Z -.000216 -.000216 0 %10017CT2-1 Z -.000216 -.000216 0 %10018CT2-2 Z -.000216 -.000216 0 %10019CT2-3 Z -.000216 -.000216 0 %10020CT3-1 Z -.000216 -.000216 0 %10021CT3-2 Z -.000216 -.000216 0 %10022CT3-3 Z -.000216 -.000216 0 %100 Member Distributed Loads (BLC 24 : 120 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .000261 .000261 0 %1002MP-2 X .000261 .000261 0 %1003BB-1 X .00043 .00043 0 %1004BB-2 X .00043 .00043 0 %1005BE1-1 X .000124 .000124 0 %1006BE1-2 X .000207 .000207 0 %1007BE1-3 X .000124 .000124 0 %1008BE2-3 X .000124 .000124 0 %1009BE2-2 X .000207 .000207 0 %10010BE2-1 X .000124 .000124 0 %10011BH-1 X .000168 .000168 0 %10012BH-2 X .000168 .000168 0 %10013BH-3 X .000168 .000168 0 %10014CT1-1 X 7.2e-5 7.2e-5 0 %10015CT1-2 X 7.2e-5 7.2e-5 0 %10016CT1-3 X 7.2e-5 7.2e-5 0 %10017CT2-1 X 7.2e-5 7.2e-5 0 %10018CT2-2 X 7.2e-5 7.2e-5 0 %10019CT2-3 X 7.2e-5 7.2e-5 0 %10020CT3-1 X 7.2e-5 7.2e-5 0 %10021CT3-2 X 7.2e-5 7.2e-5 0 %100 RISA-3D Version 17.0.4 Page 76 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 24 : 120 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]22 CT3-3 X 7.2e-5 7.2e-5 0 %10023MP-1 Z -.000502 -.000502 0 %10024MP-2 Z -.000502 -.000502 0 %10025BB-1 Z -.000759 -.000759 0 %10026BB-2 Z -.000759 -.000759 0 %10027BE1-1 Z -.000193 -.000193 0 %10028BE1-2 Z -.000322 -.000322 0 %10029BE1-3 Z -.000193 -.000193 0 %10030BE2-3 Z -.000193 -.000193 0 %10031BE2-2 Z -.000322 -.000322 0 %10032BE2-1 Z -.000193 -.000193 0 %10033BH-1 Z -.000324 -.000324 0 %10034BH-2 Z -.000324 -.000324 0 %10035BH-3 Z -.000324 -.000324 0 %10036CT1-1 Z -.000162 -.000162 0 %10037CT1-2 Z -.000162 -.000162 0 %10038CT1-3 Z -.000162 -.000162 0 %10039CT2-1 Z -.000162 -.000162 0 %10040CT2-2 Z -.000162 -.000162 0 %10041CT2-3 Z -.000162 -.000162 0 %10042CT3-1 Z -.000162 -.000162 0 %10043CT3-2 Z -.000162 -.000162 0 %10044CT3-3 Z -.000162 -.000162 0 %100 Member Distributed Loads (BLC 25 : 135 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .000369 .000369 0 %1002MP-2 X .000369 .000369 0 %1003BB-1 X .000496 .000496 0 %1004BB-2 X .000496 .000496 0 %1005BE1-1 X .000248 .000248 0 %1006BE1-2 X .000414 .000414 0 %1007BE1-3 X .000248 .000248 0 %1008BE2-3 X .000248 .000248 0 %1009BE2-2 X .000414 .000414 0 %10010BE2-1 X .000248 .000248 0 %10011BH-1 X .000238 .000238 0 %10012BH-2 X .000238 .000238 0 %10013BH-3 X .000238 .000238 0 %10014CT1-1 X 8.3e-5 8.3e-5 0 %10015CT1-2 X 8.3e-5 8.3e-5 0 %10016CT1-3 X 8.3e-5 8.3e-5 0 %10017CT2-1 X 8.3e-5 8.3e-5 0 %10018CT2-2 X 8.3e-5 8.3e-5 0 %10019CT2-3 X 8.3e-5 8.3e-5 0 %10020CT3-1 X 8.3e-5 8.3e-5 0 %10021CT3-2 X 8.3e-5 8.3e-5 0 %10022CT3-3 X 8.3e-5 8.3e-5 0 %10023MP-1 Z -.00041 -.00041 0 %10024MP-2 Z -.00041 -.00041 0 %10025BB-1 Z -.000506 -.000506 0 %10026BB-2 Z -.000506 -.000506 0 %10027BE1-1 Z -.000223 -.000223 0 %10028BE1-2 Z -.000372 -.000372 0 %10029BE1-3 Z -.000223 -.000223 0 %10030BE2-3 Z -.000223 -.000223 0 %100 RISA-3D Version 17.0.4 Page 77 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 25 : 135 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]31 BE2-2 Z -.000372 -.000372 0 %10032BE2-1 Z -.000223 -.000223 0 %10033BH-1 Z -.000264 -.000264 0 %10034BH-2 Z -.000264 -.000264 0 %10035BH-3 Z -.000264 -.000264 0 %10036CT1-1 Z -.000108 -.000108 0 %10037CT1-2 Z -.000108 -.000108 0 %10038CT1-3 Z -.000108 -.000108 0 %10039CT2-1 Z -.000108 -.000108 0 %10040CT2-2 Z -.000108 -.000108 0 %10041CT2-3 Z -.000108 -.000108 0 %10042CT3-1 Z -.000108 -.000108 0 %10043CT3-2 Z -.000108 -.000108 0 %10044CT3-3 Z -.000108 -.000108 0 %100 Member Distributed Loads (BLC 26 : 150 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .000451 .000451 0 %1002MP-2 X .000451 .000451 0 %1003BB-1 X .00043 .00043 0 %1004BB-2 X .00043 .00043 0 %1005BE1-1 X .000372 .000372 0 %1006BE1-2 X .000621 .000621 0 %1007BE1-3 X .000372 .000372 0 %1008BE2-3 X .000372 .000372 0 %1009BE2-2 X .000621 .000621 0 %10010BE2-1 X .000372 .000372 0 %10011BH-1 X .000292 .000292 0 %10012BH-2 X .000292 .000292 0 %10013BH-3 X .000292 .000292 0 %10014CT1-1 X 7.2e-5 7.2e-5 0 %10015CT1-2 X 7.2e-5 7.2e-5 0 %10016CT1-3 X 7.2e-5 7.2e-5 0 %10017CT2-1 X 7.2e-5 7.2e-5 0 %10018CT2-2 X 7.2e-5 7.2e-5 0 %10019CT2-3 X 7.2e-5 7.2e-5 0 %10020CT3-1 X 7.2e-5 7.2e-5 0 %10021CT3-2 X 7.2e-5 7.2e-5 0 %10022CT3-3 X 7.2e-5 7.2e-5 0 %10023MP-1 Z -.00029 -.00029 0 %10024MP-2 Z -.00029 -.00029 0 %10025BB-1 Z -.000253 -.000253 0 %10026BB-2 Z -.000253 -.000253 0 %10027BE1-1 Z -.000193 -.000193 0 %10028BE1-2 Z -.000322 -.000322 0 %10029BE1-3 Z -.000193 -.000193 0 %10030BE2-3 Z -.000193 -.000193 0 %10031BE2-2 Z -.000322 -.000322 0 %10032BE2-1 Z -.000193 -.000193 0 %10033BH-1 Z -.000187 -.000187 0 %10034BH-2 Z -.000187 -.000187 0 %10035BH-3 Z -.000187 -.000187 0 %10036CT1-1 Z -5.4e-5 -5.4e-5 0 %10037CT1-2 Z -5.4e-5 -5.4e-5 0 %10038CT1-3 Z -5.4e-5 -5.4e-5 0 %10039CT2-1 Z -5.4e-5 -5.4e-5 0 %100 RISA-3D Version 17.0.4 Page 78 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 26 : 150 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]40 CT2-2 Z -5.4e-5 -5.4e-5 0 %10041CT2-3 Z -5.4e-5 -5.4e-5 0 %10042CT3-1 Z -5.4e-5 -5.4e-5 0 %10043CT3-2 Z -5.4e-5 -5.4e-5 0 %10044CT3-3 Z -5.4e-5 -5.4e-5 0 %100 Member Distributed Loads (BLC 27 : 180 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .000521 .000521 0 %1002MP-2 X .000521 .000521 0 %1003BB-1 X .000993 .000993 0 %1004BB-2 X .000993 .000993 0 %1005BE1-1 X .000496 .000496 0 %1006BE1-2 X .000827 .000827 0 %1007BE1-3 X .000496 .000496 0 %1008BE2-3 X .000496 .000496 0 %1009BE2-2 X .000827 .000827 0 %10010BE2-1 X .000496 .000496 0 %10011BH-1 X .000337 .000337 0 %10012BH-2 X .000337 .000337 0 %10013BH-3 X .000337 .000337 0 %10014CT1-1 X .000165 .000165 0 %10015CT1-2 X .000165 .000165 0 %10016CT1-3 X .000165 .000165 0 %10017CT2-1 X .000165 .000165 0 %10018CT2-2 X .000165 .000165 0 %10019CT2-3 X .000165 .000165 0 %10020CT3-1 X .000165 .000165 0 %10021CT3-2 X .000165 .000165 0 %10022CT3-3 X .000165 .000165 0 %100 Member Distributed Loads (BLC 28 : 210 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .000451 .000451 0 %1002MP-2 X .000451 .000451 0 %1003BB-1 X .00043 .00043 0 %1004BB-2 X .00043 .00043 0 %1005BE1-1 X .000372 .000372 0 %1006BE1-2 X .000621 .000621 0 %1007BE1-3 X .000372 .000372 0 %1008BE2-3 X .000372 .000372 0 %1009BE2-2 X .000621 .000621 0 %10010BE2-1 X .000372 .000372 0 %10011BH-1 X .000292 .000292 0 %10012BH-2 X .000292 .000292 0 %10013BH-3 X .000292 .000292 0 %10014CT1-1 X 7.2e-5 7.2e-5 0 %10015CT1-2 X 7.2e-5 7.2e-5 0 %10016CT1-3 X 7.2e-5 7.2e-5 0 %10017CT2-1 X 7.2e-5 7.2e-5 0 %10018CT2-2 X 7.2e-5 7.2e-5 0 %10019CT2-3 X 7.2e-5 7.2e-5 0 %10020CT3-1 X 7.2e-5 7.2e-5 0 %10021CT3-2 X 7.2e-5 7.2e-5 0 %10022CT3-3 X 7.2e-5 7.2e-5 0 %10023MP-1 Z .00029 .00029 0 %100 RISA-3D Version 17.0.4 Page 79 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 28 : 210 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]24 MP-2 Z .00029 .00029 0 %10025BB-1 Z .000253 .000253 0 %10026BB-2 Z .000253 .000253 0 %10027BE1-1 Z .000193 .000193 0 %10028BE1-2 Z .000322 .000322 0 %10029BE1-3 Z .000193 .000193 0 %10030BE2-3 Z .000193 .000193 0 %10031BE2-2 Z .000322 .000322 0 %10032BE2-1 Z .000193 .000193 0 %10033BH-1 Z .000187 .000187 0 %10034BH-2 Z .000187 .000187 0 %10035BH-3 Z .000187 .000187 0 %10036CT1-1 Z 5.4e-5 5.4e-5 0 %10037CT1-2 Z 5.4e-5 5.4e-5 0 %10038CT1-3 Z 5.4e-5 5.4e-5 0 %10039CT2-1 Z 5.4e-5 5.4e-5 0 %10040CT2-2 Z 5.4e-5 5.4e-5 0 %10041CT2-3 Z 5.4e-5 5.4e-5 0 %10042CT3-1 Z 5.4e-5 5.4e-5 0 %10043CT3-2 Z 5.4e-5 5.4e-5 0 %10044CT3-3 Z 5.4e-5 5.4e-5 0 %100 Member Distributed Loads (BLC 29 : 225 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .000369 .000369 0 %1002MP-2 X .000369 .000369 0 %1003BB-1 X .000496 .000496 0 %1004BB-2 X .000496 .000496 0 %1005BE1-1 X .000248 .000248 0 %1006BE1-2 X .000414 .000414 0 %1007BE1-3 X .000248 .000248 0 %1008BE2-3 X .000248 .000248 0 %1009BE2-2 X .000414 .000414 0 %10010BE2-1 X .000248 .000248 0 %10011BH-1 X .000238 .000238 0 %10012BH-2 X .000238 .000238 0 %10013BH-3 X .000238 .000238 0 %10014CT1-1 X 8.3e-5 8.3e-5 0 %10015CT1-2 X 8.3e-5 8.3e-5 0 %10016CT1-3 X 8.3e-5 8.3e-5 0 %10017CT2-1 X 8.3e-5 8.3e-5 0 %10018CT2-2 X 8.3e-5 8.3e-5 0 %10019CT2-3 X 8.3e-5 8.3e-5 0 %10020CT3-1 X 8.3e-5 8.3e-5 0 %10021CT3-2 X 8.3e-5 8.3e-5 0 %10022CT3-3 X 8.3e-5 8.3e-5 0 %10023MP-1 Z .00041 .00041 0 %10024MP-2 Z .00041 .00041 0 %10025BB-1 Z .000506 .000506 0 %10026BB-2 Z .000506 .000506 0 %10027BE1-1 Z .000223 .000223 0 %10028BE1-2 Z .000372 .000372 0 %10029BE1-3 Z .000223 .000223 0 %10030BE2-3 Z .000223 .000223 0 %10031BE2-2 Z .000372 .000372 0 %10032BE2-1 Z .000223 .000223 0 %100 RISA-3D Version 17.0.4 Page 80 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 29 : 225 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]33 BH-1 Z .000264 .000264 0 %10034BH-2 Z .000264 .000264 0 %10035BH-3 Z .000264 .000264 0 %10036CT1-1 Z .000108 .000108 0 %10037CT1-2 Z .000108 .000108 0 %10038CT1-3 Z .000108 .000108 0 %10039CT2-1 Z .000108 .000108 0 %10040CT2-2 Z .000108 .000108 0 %10041CT2-3 Z .000108 .000108 0 %10042CT3-1 Z .000108 .000108 0 %10043CT3-2 Z .000108 .000108 0 %10044CT3-3 Z .000108 .000108 0 %100 Member Distributed Loads (BLC 30 : 240 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X .000261 .000261 0 %1002MP-2 X .000261 .000261 0 %1003BB-1 X .00043 .00043 0 %1004BB-2 X .00043 .00043 0 %1005BE1-1 X .000124 .000124 0 %1006BE1-2 X .000207 .000207 0 %1007BE1-3 X .000124 .000124 0 %1008BE2-3 X .000124 .000124 0 %1009BE2-2 X .000207 .000207 0 %10010BE2-1 X .000124 .000124 0 %10011BH-1 X .000168 .000168 0 %10012BH-2 X .000168 .000168 0 %10013BH-3 X .000168 .000168 0 %10014CT1-1 X 7.2e-5 7.2e-5 0 %10015CT1-2 X 7.2e-5 7.2e-5 0 %10016CT1-3 X 7.2e-5 7.2e-5 0 %10017CT2-1 X 7.2e-5 7.2e-5 0 %10018CT2-2 X 7.2e-5 7.2e-5 0 %10019CT2-3 X 7.2e-5 7.2e-5 0 %10020CT3-1 X 7.2e-5 7.2e-5 0 %10021CT3-2 X 7.2e-5 7.2e-5 0 %10022CT3-3 X 7.2e-5 7.2e-5 0 %10023MP-1 Z .000502 .000502 0 %10024MP-2 Z .000502 .000502 0 %10025BB-1 Z .000759 .000759 0 %10026BB-2 Z .000759 .000759 0 %10027BE1-1 Z .000193 .000193 0 %10028BE1-2 Z .000322 .000322 0 %10029BE1-3 Z .000193 .000193 0 %10030BE2-3 Z .000193 .000193 0 %10031BE2-2 Z .000322 .000322 0 %10032BE2-1 Z .000193 .000193 0 %10033BH-1 Z .000324 .000324 0 %10034BH-2 Z .000324 .000324 0 %10035BH-3 Z .000324 .000324 0 %10036CT1-1 Z .000162 .000162 0 %10037CT1-2 Z .000162 .000162 0 %10038CT1-3 Z .000162 .000162 0 %10039CT2-1 Z .000162 .000162 0 %10040CT2-2 Z .000162 .000162 0 %10041CT2-3 Z .000162 .000162 0 %100 RISA-3D Version 17.0.4 Page 81 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 30 : 240 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]42 CT3-1 Z .000162 .000162 0 %10043CT3-2 Z .000162 .000162 0 %10044CT3-3 Z .000162 .000162 0 %100 Member Distributed Loads (BLC 31 : 270 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 Z .000579 .000579 0 %100 2 MP-2 Z .000579 .000579 0 %1003BB-1 Z .001 .001 0 %1004BB-2 Z .001 .001 0 %1005BE1-1 Z 0 0 0 %1006BE1-2 Z 0 0 0 %1007BE1-3 Z 0 0 0 %1008BE2-3 Z 0 0 0 %1009BE2-2 Z 0 0 0 %10010BE2-1 Z 0 0 0 %10011BH-1 Z .000374 .000374 0 %10012BH-2 Z .000374 .000374 0 %10013BH-3 Z .000374 .000374 0 %10014CT1-1 Z .000216 .000216 0 %10015CT1-2 Z .000216 .000216 0 %10016CT1-3 Z .000216 .000216 0 %10017CT2-1 Z .000216 .000216 0 %10018CT2-2 Z .000216 .000216 0 %10019CT2-3 Z .000216 .000216 0 %10020CT3-1 Z .000216 .000216 0 %10021CT3-2 Z .000216 .000216 0 %10022CT3-3 Z .000216 .000216 0 %100 Member Distributed Loads (BLC 32 : 300 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X -.000261 -.000261 0 %1002MP-2 X -.000261 -.000261 0 %1003BB-1 X -.00043 -.00043 0 %1004BB-2 X -.00043 -.00043 0 %1005BE1-1 X -.000124 -.000124 0 %1006BE1-2 X -.000207 -.000207 0 %1007BE1-3 X -.000124 -.000124 0 %1008BE2-3 X -.000124 -.000124 0 %1009BE2-2 X -.000207 -.000207 0 %10010BE2-1 X -.000124 -.000124 0 %10011BH-1 X -.000168 -.000168 0 %10012BH-2 X -.000168 -.000168 0 %10013BH-3 X -.000168 -.000168 0 %10014CT1-1 X -7.2e-5 -7.2e-5 0 %10015CT1-2 X -7.2e-5 -7.2e-5 0 %10016CT1-3 X -7.2e-5 -7.2e-5 0 %10017CT2-1 X -7.2e-5 -7.2e-5 0 %10018CT2-2 X -7.2e-5 -7.2e-5 0 %10019CT2-3 X -7.2e-5 -7.2e-5 0 %10020CT3-1 X -7.2e-5 -7.2e-5 0 %10021CT3-2 X -7.2e-5 -7.2e-5 0 %10022CT3-3 X -7.2e-5 -7.2e-5 0 %10023MP-1 Z .000502 .000502 0 %10024MP-2 Z .000502 .000502 0 %10025BB-1 Z .000759 .000759 0 %100 RISA-3D Version 17.0.4 Page 82 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 32 : 300 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]26 BB-2 Z .000759 .000759 0 %10027BE1-1 Z .000193 .000193 0 %10028BE1-2 Z .000322 .000322 0 %10029BE1-3 Z .000193 .000193 0 %10030BE2-3 Z .000193 .000193 0 %10031BE2-2 Z .000322 .000322 0 %10032BE2-1 Z .000193 .000193 0 %10033BH-1 Z .000324 .000324 0 %10034BH-2 Z .000324 .000324 0 %10035BH-3 Z .000324 .000324 0 %10036CT1-1 Z .000162 .000162 0 %10037CT1-2 Z .000162 .000162 0 %10038CT1-3 Z .000162 .000162 0 %10039CT2-1 Z .000162 .000162 0 %10040CT2-2 Z .000162 .000162 0 %10041CT2-3 Z .000162 .000162 0 %10042CT3-1 Z .000162 .000162 0 %10043CT3-2 Z .000162 .000162 0 %10044CT3-3 Z .000162 .000162 0 %100 Member Distributed Loads (BLC 33 : 315 Wind - Ice) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]1 MP-1 X -.000369 -.000369 0 %1002MP-2 X -.000369 -.000369 0 %1003BB-1 X -.000496 -.000496 0 %1004BB-2 X -.000496 -.000496 0 %1005BE1-1 X -.000248 -.000248 0 %1006BE1-2 X -.000414 -.000414 0 %1007BE1-3 X -.000248 -.000248 0 %1008BE2-3 X -.000248 -.000248 0 %1009BE2-2 X -.000414 -.000414 0 %10010BE2-1 X -.000248 -.000248 0 %10011BH-1 X -.000238 -.000238 0 %10012BH-2 X -.000238 -.000238 0 %10013BH-3 X -.000238 -.000238 0 %10014CT1-1 X -8.3e-5 -8.3e-5 0 %10015CT1-2 X -8.3e-5 -8.3e-5 0 %10016CT1-3 X -8.3e-5 -8.3e-5 0 %10017CT2-1 X -8.3e-5 -8.3e-5 0 %10018CT2-2 X -8.3e-5 -8.3e-5 0 %10019CT2-3 X -8.3e-5 -8.3e-5 0 %10020CT3-1 X -8.3e-5 -8.3e-5 0 %10021CT3-2 X -8.3e-5 -8.3e-5 0 %10022CT3-3 X -8.3e-5 -8.3e-5 0 %10023MP-1 Z .00041 .00041 0 %10024MP-2 Z .00041 .00041 0 %10025BB-1 Z .000506 .000506 0 %10026BB-2 Z .000506 .000506 0 %10027BE1-1 Z .000223 .000223 0 %10028BE1-2 Z .000372 .000372 0 %10029BE1-3 Z .000223 .000223 0 %10030BE2-3 Z .000223 .000223 0 %10031BE2-2 Z .000372 .000372 0 %10032BE2-1 Z .000223 .000223 0 %10033BH-1 Z .000264 .000264 0 %10034BH-2 Z .000264 .000264 0 %100 RISA-3D Version 17.0.4 Page 83 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) Member Distributed Loads (BLC 33 : 315 Wind - Ice) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft,%]35 BH-3 Z .000264 .000264 0 %10036CT1-1 Z .000108 .000108 0 %10037CT1-2 Z .000108 .000108 0 %10038CT1-3 Z .000108 .000108 0 %10039CT2-1 Z .000108 .000108 0 %10040CT2-2 Z .000108 .000108 0 %10041CT2-3 Z .000108 .000108 0 %10042CT3-1 Z .000108 .000108 0 %10043CT3-2 Z .000108 .000108 0 %10044CT3-3 Z .000108 .000108 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 MP-1 X -.000451 -.000451 0 %1002MP-2 X -.000451 -.000451 0 %1003BB-1 X -.00043 -.00043 0 %1004BB-2 X -.00043 -.00043 0 %1005BE1-1 X -.000372 -.000372 0 %1006BE1-2 X -.000621 -.000621 0 %1007BE1-3 X -.000372 -.000372 0 %1008BE2-3 X -.000372 -.000372 0 %1009BE2-2 X -.000621 -.000621 0 %10010BE2-1 X -.000372 -.000372 0 %10011BH-1 X -.000292 -.000292 0 %10012BH-2 X -.000292 -.000292 0 %10013BH-3 X -.000292 -.000292 0 %10014CT1-1 X -7.2e-5 -7.2e-5 0 %10015CT1-2 X -7.2e-5 -7.2e-5 0 %10016CT1-3 X -7.2e-5 -7.2e-5 0 %10017CT2-1 X -7.2e-5 -7.2e-5 0 %10018CT2-2 X -7.2e-5 -7.2e-5 0 %10019CT2-3 X -7.2e-5 -7.2e-5 0 %10020CT3-1 X -7.2e-5 -7.2e-5 0 %10021CT3-2 X -7.2e-5 -7.2e-5 0 %10022CT3-3 X -7.2e-5 -7.2e-5 0 %10023MP-1 Z .00029 .00029 0 %10024MP-2 Z .00029 .00029 0 %10025BB-1 Z .000253 .000253 0 %10026BB-2 Z .000253 .000253 0 %10027BE1-1 Z .000193 .000193 0 %10028BE1-2 Z .000322 .000322 0 %10029BE1-3 Z .000193 .000193 0 %10030BE2-3 Z .000193 .000193 0 %10031BE2-2 Z .000322 .000322 0 %10032BE2-1 Z .000193 .000193 0 %10033BH-1 Z .000187 .000187 0 %10034BH-2 Z .000187 .000187 0 %10035BH-3 Z .000187 .000187 0 %10036CT1-1 Z 5.4e-5 5.4e-5 0 %10037CT1-2 Z 5.4e-5 5.4e-5 0 %10038CT1-3 Z 5.4e-5 5.4e-5 0 %10039CT2-1 Z 5.4e-5 5.4e-5 0 %10040CT2-2 Z 5.4e-5 5.4e-5 0 %10041CT2-3 Z 5.4e-5 5.4e-5 0 %10042CT3-1 Z 5.4e-5 5.4e-5 0 %10043CT3-2 Z 5.4e-5 5.4e-5 0 %100 RISA-3D Version 17.0.4 Page 84 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] Company : Tower Engineering Professionals, Inc. June 30, 202310:46 AMDesigner : ATJob Number : TEP No. 236116.863155 Checked By: PHXModel Name : Gravel Pits CA (411662) 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,%]44 CT3-3 Z 5.4e-5 5.4e-5 0 %100 Envelope Joint Reactions Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC1S1max.163 83 .459 71 .193 71 1.13 71 .027 95 1.553 75 2 min -.163 75 .13 95 -.148 95 -.988 95 -.028 71 -1.176 83 3 S2 max .163 83 .459 79 .148 87 .988 87 .028 79 1.553 754min-.163 75 .13 87 -.193 79 -1.13 79 -.027 87 -1.176 835Totals:max .325 83 .803 82 .325 876min-.325 75 .374 83 -.325 79 Envelope AISC 15th(360-16): LRFD Steel Code Checks Mem... Shape Code...Loc... LC Shear Ch...Loc[ft] Dir LC phi*Pn...phi*Pnt ...phi*M... phi*M... Cb Eqn1BB-2 MC6X7 .735 0 79 .319 .333 z 79 51.811 67.716 1.889 12.15 3.149 H1-1b 2 BB-1 MC6X7 .735 0 71 .319 .333 z 71 51.811 67.716 1.889 12.15 3.149 H1-1b 3 MP-1 PIPE_3.....273 10....75 .015 10.083 71 10.557 70.197 6.124 6.124 1.658 H1-1b 4 MP-2 PIPE_3.....273 10....75 .015 10.083 79 10.557 70.197 6.124 6.124 1.658 H1-1b 5 CT2-2L1x1x4 .023 .5 71 .002 .5 z 79 11.401 14.175 .142 .326 1.881 H2-1 6 CT3-2L1x1x4 .023 .5 71 .002 .5 z 79 11.401 14.175 .142 .326 1.881 H2-1 7 CT1-2L1x1x4 .023 .5 71 .002 .5 z 79 11.401 14.175 .142 .326 1.881 H2-1 8 CT1-1L1x1x4 .003 .5 22 .000 .5 y 30 11.401 14.175 .142 .326 1.563 H2-19CT2-1L1x1x4 .003 .5 22 .000 .5 y 30 11.401 14.175 .142 .326 1.563 H2-110CT3-1L1x1x4 .003 .5 22 .000 .5 y 30 11.401 14.175 .142 .326 1.563 H2-111CT2-3L1x1x4 .003 .5 22 .000 .5 y 30 11.401 14.175 .142 .326 1.563 H2-112CT3-3L1x1x4 .003 .5 22 .000 .5 y 30 11.401 14.175 .142 .326 1.562 H2-113CT1-3L1x1x4 .003 .5 22 .000 .5 y 30 11.401 14.175 .142 .326 1.563 H2-1 Envelope AISI S100-16: LRFD Cold Formed Steel Code Checks Member Shape Code Check Loc[ft] LC Shea...Loc[ft]DirLCphi*Pn...phi*Tn...phi*M... phi*M... phi*...phi*... Cb Eqn1BE2-2 3CU0.8....729 4.5 75 .273 .094 y 79 .399 10.083 .079 .198 3.4441.6071.223H1.2-1 2 BE1-2 3CU0.8....714 4.5 67 .092 8.906 y 79 .399 10.083 .079 .197 3.4441.6071.219H1.2-1 3 BE2-1 3CU0.8....258 0 71 .060 .063 y 71 8.452 10.083 .079 .655 3.4441.6071.976H1.1-2 4 BE2-3 3CU0.8....258 .5 79 .060 .438 y 79 8.452 10.083 .079 .655 3.4441.6071.976H1.1-2 5 BH-1 Comms....060 0 31 .032 0 z 79 9.578 14.369 .32 .65 2.0655.3961.971H1.1-1 6 BH-2 Comms....059 0 31 .032 0 z 95 9.578 14.369 .32 .65 2.0655.3961.971H1.1-1 7 BH-3 Comms....059 0 31 .032 0 z 71 9.578 14.369 .32 .65 2.0655.3961.971H1.1-1 8 BE1-3 3CU0.8....042 .094 79 .014 .031 y 79 8.452 10.083 .079 .655 3.4441.6071.246 H2-1 9 BE1-1 3CU0.8....042 .406 71 .014 .469 y 71 8.452 10.083 .079 .655 3.4441.6071.246 H2-1 RISA-3D Version 17.0.4 Page 85 [C:\...\...\...\...\...\...\RISA-3D\Ice Bridge.r3d] June 30, 2023 Ice Bridge and Foundation Structural Analysis Report 411662 - Gravel Pits CA Page 6 APPENDIX B SOFTWARE INPUT CALCULATIONS ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Latitude:34.089439 Risk Category:II Longitude:-117.998111 Soil Class:D - Stiff Soil Elevation:328.25523585849794 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 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 Jun 26 2023 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 4https://asce7hazardtool.online/Mon Jun 26 2023 SS : 1.742 S1 : 0.641 Fa :1 Fv :N/A SMS : 1.742 SM1 :N/A SDS : 1.161 SD1 :N/A TL :8 PGA : 0.744 PGA M :0.818 FPGA :1.1 Ie :1 Cv :1.448 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Stiff Soil USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Mon Jun 26 2023 Page 2 of 4https://asce7hazardtool.online/Mon Jun 26 2023 Ice Results: Data Source: Date Accessed: Ice Thickness: 0 in. Concurrent Temperature: 25 F Gust Speed 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Mon Jun 26 2023 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. Snow Results: Ground Snow Load, p : 0 lb/ftg 2 Mapped Elevation: 328.3 ft Data Source: ASCE/SEI 7-16, Table 7.2-8 Date Accessed: Mon Jun 26 2023 Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported ‘elevation’ and ‘mapped elevation’ differ significantly from each other. Page 3 of 4https://asce7hazardtool.online/Mon Jun 26 2023 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 4 of 4https://asce7hazardtool.online/Mon Jun 26 2023 Gravel Pits CA (411662) TEP No. Analysis By:AT 6/30/2023 Checked By:PHX 6/30/2023 Code Revisions:IBC 2021 aa zg Kzmin Vult:95.0 mph 9.5 900 0.85 Exposure:C Ground Elevation:328.0 ft z (ft)Kz qz (psf)qz*Gh*Cf (psf) h/w:1.00 8.00 0.850 16.50 16.83 0.00 0.850 16.50 16.83 Kes:1.00 Annex S 0.00 0.850 16.50 16.83 Ke:0.988 Section 2.6.8 0.00 0.850 16.50 16.83 Kzt:1 Section 2.6.6 0.00 0.850 16.50 16.83 Kd:0.85 Table 2-2 Gh:0.85 Section 2.6.9.1, h < 450 ft Cf:1.20 Section 2.6.11 - Calcualte Cf per Table 2-9 for fully shrouded sections 236116.863155 TIA-222-H Wind Inputs: Gravel Pits CA (411662) TEP No. Analysis By:AT 6/30/2023 Checked By:PHX 6/30/2023 Diameter (in) Weight (plf) Start Height (ft) End Height (ft)Qty Clear Spacing (in) Qty/Row CaAa (ft2 / ft)Ka 1.41 1.66 0.00 9.00 1 0.5 1 0.14 1.0 236116.863155 Feedline Description CUI CU12PSM9P8XXX June 30, 2023 Ice Bridge and Foundation Structural Analysis Report 411662 - Gravel Pits CA Page 7 APPENDIX C ADDITIONAL CALCULATIONS Report File: TIA-222 Revison: Tower Type:Check Pier Capacity only at location of Max Moment?No Location: Compression Uplift Comp.Uplift 1.29 - 1.92060121 4.36 - 0.459 2.24 - 0.25262225 30.5%- Compression Uplift Go to Soil Calculations 8.75 - 3 ksi 0.00 - 60 ksi 1.16 - 40 ksi 8.75 - 1.62 - 18.5%- 3.5 ft Compression Uplift 0.25 ft 1.26 - 2.24 - 5.91 - 1.5 ft 38.8%- 27 Compression Uplift -- 3in - - 4-- in -- in N/A # of Layers 2 121 FALSE 1 0 0.75 0.75 115 150 0 0 0.000 0.000 0.00 0.00 FALSE 2 0.75 3.5 2.75 115 150 0.15 38 0.000 0.000 0.90 0.90 0 38.8% N/A Analysis Results Rebar Size Pier Section 1 Check Limitation Apply TIA-222-H Section 15.5: Additional Longitudinal Rebar Shear Design Options N/A N/A N/A Ext. Above Grade From 0.25' above grade to 3.5' below grade Rebar Size Clear Cover to Ties Tie Size Input Effective Depths (else Actual): 30.5% Rebar 2, Fy Override (ksi) Rebar 3, Fy Override (ksi) Depth Cohesionless Groundwater Depth Cohesionless Soil Profile Embedded Pole Foundation BU # : Site Name: Order Number: Monopole Applied Loads Material Properties Pier Design Data H N/A Gravel Pits CA (411662) N/A Moment (kip-ft) Axial Force (kips) Shear Force (kips) Concrete Strength, f'c: Rebar Strength, Fy: Tie Yield Strength, Fyt: Pier Diameter Rebar Quantity Rebar Cage Diameter Rebar Quantity Tie Spacing Version 5.0.4 BU # :N/A Site Name:Gravel Pits CA (411662) Order Number:N/A ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Post Modification Structural Analysis Report Structure :45 ft Monopole with Proposed 20 ft Extension ATC Asset Name :Gravel Pits CA ATC Asset Number :411662 Engineering Number :14132175_C4_08 Proposed Carrier :DISH WIRELESS L.L.C. Carrier Site Name :LALAX04553B Carrier Site Number :LALAX04553B Site Location :12340 Lower Azusa Road Arcadia, CA 91006-5872 34.0894° N, 117.9981° W County :Los Angeles Date :August 22, 2023 Max Usage :98% Analysis Result :Pass Created By: Steven Nedrud Structural Engineer II Eng. Number 14132175_C4_08 August 22, 2023 Page 2 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Introduction The purpose of this report is to summarize results of a post-modification structural analysis performed on the 45 ft Monopole with proposed 20 ft extension to reflect the change in loading by DISH WIRELESS L.L.C.. Supporting Documents Tower:Tower Structures Job #99-001, dated January 11, 2009 Foundation:Tower Structures Job #99-001, dated January 22, 2009 Geotechnical:Geotechnical Solutions Inc. Project #P-1363-01, dated May 18, 1998 Modifications:ATC Project #14132175_C6_06, dated May 22, 2023 (Pending) Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed:95 mph (3-second gust) Basic Wind Speed w/ Ice:No Ice Considered Code(s):ANSI/TIA-222-H / 2021 IBC / 2022 California Building Code / 2023 County of Los Angeles Building Code Exposure Category:C Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 1.74, S1 = 0.64 Site Class:D - Stiff Soil - Default Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower Engineering via email at Engineering@americantower.com. Please include the American Tower asset name, asset number, and engineering number in the subject line for any questions. Eng. Number 14132175_C4_08 August 22, 2023 Page 3 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structure Usages Structural Component Usage Control Result Pole Shaft 39.9%1.2D + 1.0Ev + 1.0Eh Pass Lower Flange Plate @ 45.0 ft 10.9%Bolts Pass Upper Flange Plate @ 45.0 ft 20.1%Plate Pass Upper Flange Plate @ 30.0 ft 23.3%Bolts Pass Base Plate @ 0.0 ft 21.6%Rods Pass Pier 97.9%Moment [Soil]Pass Maximum Reactions Foundation Moment (k-ft)Axial (k)Shear (k) Monopole Base 611.0 23.0 12.8 *Reactions shown reflect the results from the Load Case with maximum Moment Structure base reactions were analyzed using available geotechnical and foundation information. Eng. Number 14132175_C4_08 August 22, 2023 Page 4 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com DISH WIRELESS L.L.C. Final Loading Elev (ft)Qty Equipment Lines 1 Platform with Handrails 1 Raycap RDIDC-9181-PF-48 3 Commscope FFVV-65B-R2 3 Samsung SFG-ARR3J601DI 64.0 3 Samsung SFG-ARR3KM01DI (1) 1.41" (35.8mm) Hybrid Install proposed lines inside the pole shaft. Other Existing/Reserved Loading Elev (ft)Qty Equipment Lines Carrier 3 T-Arm -- 3 Antel BXA-70063/4CF 3 Ericsson AIR 6449 B77D/ C-Band 3 Ericsson KRE 105 281/1 3 Ericsson Radio 4408 3 Ericsson Radio 4449 B12,B71 (75 lbs) 3 Ericsson Radio 8843 3 Raycap RVZDC-6627-DF-48 43.0 6 Commscope NHH-65C-R2B (6) 1 5/8" Coax (3) 1 5/8" Hybriflex (1) 1.25" (31.8mm) Hybrid VERIZON WIRELESS 1 VZW Unused Reserve (13666.32 sqin)42.0 6 Diplexer / Coupler -VERIZON WIRELESS 25.0 1 4' HP Dish (1) EW90 VERIZON WIRELESS (If table breaks across pages, please see previous page for data in merged cells) Eng. Number 14132175_C4_08 August 22, 2023 Page 5 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: •Information supplied by the client regarding antenna, mounts, and feed line loading •Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Calculations ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 ANALYSIS PARAMETERS Nominal Wind:95 mph Ice Wind:30 mph w/ 0" ice Service Wind:60 mph Risk Category:II Exposure:C Ss: 1.742 S1: 0.641 Topo Category: 1 Topo Factor: Method 1 Topo Feature: Structure Height:65 ft Base Elevation:0.00 ft Structure Type: Stepped Base Diameter:36 in Base Rotation:0°Taper:0.0000 (in/ft) GLOBAL BASE REACTIONS Load Case Moment (kip-ft) Axial (kip) Shear (kip) 1.2D + 1.0W 371.83 19.90 8.44 0.9D + 1.0W 371.20 14.92 8.44 1.2D + 1.0Di + 1.0Wi 44.43 18.73 1.07 1.2D + 1.0Ev + 1.0Eh 610.97 23.02 12.77 0.9D - 1.0Ev + 1.0Eh 608.06 9.67 12.76 1.0D + 1.0W 132.56 16.58 3.01 POLE SECTION PROPERTIES Section Length (ft) Flat Diameter (in)Thick (in) Joint Type Joint Length (in) Pole Shape Yield Strength (ksi)Top Bottom 1 30.000 36.00 36.00 0.500 0.000 Round 35 2 15.000 30.00 30.00 0.375 Butt Joint 0.000 Round 35 3 20.000 24.00 24.00 0.375 Butt Joint 0.000 Round 35 DISCRETE APPURTENANCE Elev (ft)Description 64.0 (1) Raycap RDIDC-9181-PF-48 64.0 (3) Samsung SFG-ARR3KM01DI 64.0 (3) Samsung SFG-ARR3J601DI 64.0 (3) Commscope FFVV-65B-R2 64.0 (1) Generic Flat Platform with Han 43.0 (3) Ericsson KRE 105 281/1 43.0 (3) Ericsson Radio 4408 43.0 (3) Ericsson Radio 4449 B12,B71 (7 43.0 (3) Ericsson Radio 8843 43.0 (3) Ericsson AIR 6449 B77D/ C-Band 43.0 (3) Raycap RVZDC-6627-DF-48 43.0 (3) Antel BXA-70063/4CF 43.0 (3) Generic Round T-Arm 43.0 (6) Commscope NHH-65C-R2B 42.0 (6) Generic Diplexer / Coupler 42.0 (1) VZW Unused Reserve (13666.32 s 36.0 (1) Empty Flush Mounts 25.0 (1) Generic 4' HP Dish LINEAR APPURTENANCE Elev To (ft)Description 64.0 (1) 1.41" (35.8mm) Hybrid 43.0 (1) 1.25" (31.8mm) Hybrid 43.0 (3) 1 5/8" Hybriflex 43.0 (6) 1 5/8" Coax 25.0 (1) EW90 DISH SERVICEABILITY Load Case Elevation (ft)Deflection (in)Rotation (°) 1.0D + 1.0W 25.00 0.230 0.078 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 ANALYSIS PARAMETERS Location:Los Angeles County,CA Height:65 ft Type and Shape:Stepped, Round Base Diameter:36.00 in Manufacturer:Tower Structures Top Diameter:30.00 in Kd (non-service):0.95 Taper: 0.0000 in/ft Ke: 0.99 Rotation: 0.000o ICE & WIND PARAMETERS Risk Category:II Design Wind Speed:95 mph Exposure Category:C Design Wind Speed w/ Ice:30 mph Topo Factor Procedure: Method 1 Design Ice Thickness:0.00 in Topographic Category: 1 Service Wind Speed:60 mph Crest Height: 0 ft HMSL: 332.00 ft SEISMIC PARAMETERS Analysis Method:Equivalent Lateral Force Method Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):0.63 TL (sec):8 P:1 Cs:0.772 Ss:1.742 S1:0.641 Cs Max:0.772 Fa:1.200 Fv:1.700 Cs Min:0.342 Sds:1.394 Sd1:0.726 LOAD CASES 1.2D + 1.0W 95 mph Wind with No Ice 0.9D + 1.0W 95 mph Wind with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0" Radial Ice 1.2D + 1.0Ev + 1.0Eh Seismic 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) 1.0D + 1.0W 60 mph Wind with No Ice ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 SHAFT SECTION PROPERTIES Joint Len (in) Bottom Top Section Length (ft) Thick (in) Fy (ksi) Joint Type Weight (lb) Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Taper (in/ft) 1-R 30.00 0.5000 35 0.00 5,693 36.00 0.000 55.76 8,791.2 0.00 72.00 36.00 30.00 55.76 8,791.2 0.00 72.00 0.0000 2-R 15.00 0.3750 35 Butt 0.00 1,781 30.00 30.000 34.90 3,831.8 0.00 80.00 30.00 45.00 34.90 3,831.8 0.00 80.00 0.0000 3-R 20.00 0.3750 35 Butt 0.00 1,894 24.00 45.000 27.83 1,943.3 0.00 64.00 24.00 65.00 27.83 1,943.3 0.00 64.00 0.0000 Total Shaft Weight 9,368 DISCRETE APPURTENANCE PROPERTIES Attach Elev (ft)Description Qty Ka Vert Ecc (ft) No Ice Ice Weight (lb) EPAa (sf) Orientation Factor Weight (lb) EPAa (sf) Orientation Factor 64.00 Samsung SFG-ARR3J601DI 3 0.75 0.000 94.60 2.063 0.67 94.60 2.063 0.67 64.00 Samsung SFG-ARR3KM01DI 3 0.75 0.000 61.30 1.875 0.50 61.30 1.875 0.50 64.00 Raycap RDIDC-9181-PF-48 1 0.75 0.000 21.90 1.867 1.00 21.90 1.867 1.00 64.00 Commscope FFVV-65B-R2 3 0.75 0.000 70.80 12.271 0.64 70.80 12.271 0.64 64.00 Generic Flat Platform with Han 1 1.00 0.000 2500.00 42.400 1.00 2500.00 42.400 1.00 43.00 Antel BXA-70063/4CF 3 0.80 0.000 9.90 4.708 0.65 9.90 4.708 0.65 43.00 Generic Round T-Arm 3 0.75 0.000 312.50 9.700 0.67 312.50 9.700 0.67 43.00 Commscope NHH-65C-R2B 6 0.80 0.000 51.60 11.389 0.70 51.60 11.389 0.70 43.00 Raycap RVZDC-6627-DF-48 3 0.80 0.000 32.00 4.056 1.00 32.00 4.056 1.00 43.00 Ericsson AIR 6449 B77D/ C-Band 3 0.80 0.000 81.60 4.028 0.70 81.60 4.028 0.70 43.00 Ericsson Radio 8843 3 0.80 0.000 85.00 3.500 0.70 85.00 3.500 0.70 43.00 Ericsson Radio 4449 B12,B71 (7 3 0.80 0.000 75.00 1.650 0.50 75.00 1.650 0.50 43.00 Ericsson Radio 4408 3 0.80 0.000 10.10 0.553 0.50 10.10 0.553 0.50 43.00 Ericsson KRE 105 281/1 3 0.80 0.000 1.80 0.520 0.50 1.80 0.520 0.50 42.00 VZW Unused Reserve (13666.32 s 1 0.80 0.000 934.20 94.905 0.90 934.20 94.905 0.90 42.00 Generic Diplexer / Coupler 6 0.80 0.000 5.00 0.600 0.50 5.00 0.600 0.50 36.00 Empty Flush Mounts 1 1.00 0.000 200.00 3.500 1.00 200.00 3.500 1.00 25.00 Generic 4' HP Dish 1 1.00 0.000 170.00 15.855 1.00 170.00 15.855 1.00 Totals Row Count: 18 50 6,669.50 6,669.50 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth (deg): 0.00 Elev From (ft) Elev To (ft)Qty Description Diameter (in) Weight (lb/ft)Flat Max/ Row Distance Between Rows(in) Distance Between Cols(in) Azimuth (deg) Distance From Face (in) Exposed To Wind Carrier 0.00 64.00 1 1.41" (35.8mm) Hybrid 1.41 1.66 N 0 0 0 90 0 N DISH WIRELESS L.L.C. 0.00 43.00 6 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 43.00 3 1 5/8" Hybriflex 1.98 1.3 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 43.00 1 1.25" (31.8mm) Hybrid 1.25 1.21 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 25.00 1 EW90 1.32 0.32 N 0 0 0 0 0 N VERIZON WIRELESS SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 0.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 0.0 5.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 10.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 15.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 20.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 25.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 30.00 Top - Section 1 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 30.00 Bot - Section 2 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 35.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 36.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 118.8 40.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 475.0 42.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 237.5 43.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 118.8 45.00 Top - Section 2 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 237.5 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 45.00 Bot - Section 3 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 50.00 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 473.5 55.00 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 473.5 60.00 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 473.5 64.00 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 378.8 65.00 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 94.7 Total:9,368.2 CALCULATED FORCES Load Case: 1.2D + 1.0W 95 mph Wind with No Ice 13 Iterations Gust Response Factor:1.10 Dead load Factor:1.20 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -19.90 -8.44 0.00 -371.8 0.00 371.83 1,756.54 526.96 1,644.71 1,587.45 0 0 0.246 5.00 -18.68 -8.28 0.00 -329.6 0.00 329.62 1,756.54 526.96 1,644.71 1,587.45 0.03 -0.06 0.219 10.00 -17.46 -8.11 0.00 -288.2 0.00 288.23 1,756.54 526.96 1,644.71 1,587.45 0.12 -0.11 0.192 15.00 -16.24 -7.93 0.00 -247.7 0.00 247.69 1,756.54 526.96 1,644.71 1,587.45 0.25 -0.15 0.166 20.00 -15.03 -7.74 0.00 -208.0 0.00 208.04 1,756.54 526.96 1,644.71 1,587.45 0.43 -0.19 0.140 25.00 -13.61 -7.18 0.00 -169.3 0.00 169.33 1,756.54 526.96 1,644.71 1,587.45 0.64 -0.22 0.115 30.00 -12.40 -6.99 0.00 -133.4 0.00 133.41 1,756.54 526.96 1,644.71 1,587.45 0.89 -0.24 0.091 30.00 -12.40 -6.99 0.00 -133.4 0.00 133.41 1,099.39 329.82 859.03 814.32 0.89 -0.24 0.176 35.00 -11.62 -6.88 0.00 -98.5 0.00 98.46 1,099.39 329.82 859.03 814.32 1.15 -0.26 0.132 36.00 -11.22 -6.71 0.00 -91.6 0.00 91.57 1,099.39 329.82 859.03 814.32 1.21 -0.27 0.123 40.00 -10.59 -6.59 0.00 -64.8 0.00 64.75 1,099.39 329.82 859.03 814.32 1.44 -0.29 0.090 42.00 -9.13 -4.78 0.00 -51.6 0.00 51.56 1,099.39 329.82 859.03 814.32 1.56 -0.3 0.072 43.00 -6.43 -2.54 0.00 -46.8 0.00 46.78 1,099.39 329.82 859.03 814.32 1.63 -0.3 0.063 45.00 -6.14 -2.42 0.00 -41.7 0.00 41.71 1,099.39 329.82 859.03 814.32 1.76 -0.31 0.057 45.00 -6.14 -2.42 0.00 -41.7 0.00 41.71 876.73 263.02 546.31 539.02 1.76 -0.31 0.084 50.00 -5.56 -2.26 0.00 -29.6 0.00 29.62 876.73 263.02 546.31 539.02 2.09 -0.32 0.061 55.00 -4.98 -2.10 0.00 -18.3 0.00 18.31 876.73 263.02 546.31 539.02 2.44 -0.34 0.040 60.00 -4.41 -1.95 0.00 -7.8 0.00 7.81 876.73 263.02 546.31 539.02 2.8 -0.35 0.020 64.00 -0.11 -0.01 0.00 -0.0 0.00 0.01 876.73 263.02 546.31 539.02 3.09 -0.35 0.000 65.00 0.00 -0.01 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 3.17 -0.35 0.000 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 CALCULATED FORCES Load Case: 0.9D + 1.0W 95 mph Wind with No Ice (Reduced DL)13 Iterations Gust Response Factor:1.10 Dead load Factor:0.90 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -14.92 -8.44 0.00 -371.2 0.00 371.20 1,756.54 526.96 1,644.71 1,587.45 0 0 0.243 5.00 -14.00 -8.27 0.00 -329.0 0.00 328.99 1,756.54 526.96 1,644.71 1,587.45 0.03 -0.06 0.215 10.00 -13.09 -8.10 0.00 -287.6 0.00 287.64 1,756.54 526.96 1,644.71 1,587.45 0.12 -0.11 0.189 15.00 -12.18 -7.92 0.00 -247.2 0.00 247.15 1,756.54 526.96 1,644.71 1,587.45 0.25 -0.15 0.163 20.00 -11.27 -7.73 0.00 -207.6 0.00 207.56 1,756.54 526.96 1,644.71 1,587.45 0.43 -0.19 0.137 25.00 -10.20 -7.17 0.00 -168.9 0.00 168.91 1,756.54 526.96 1,644.71 1,587.45 0.64 -0.22 0.112 30.00 -9.30 -6.98 0.00 -133.1 0.00 133.06 1,756.54 526.96 1,644.71 1,587.45 0.88 -0.24 0.089 30.00 -9.30 -6.98 0.00 -133.1 0.00 133.06 1,099.39 329.82 859.03 814.32 0.88 -0.24 0.172 35.00 -8.71 -6.87 0.00 -98.2 0.00 98.18 1,099.39 329.82 859.03 814.32 1.15 -0.26 0.129 36.00 -8.41 -6.69 0.00 -91.3 0.00 91.31 1,099.39 329.82 859.03 814.32 1.2 -0.27 0.120 40.00 -7.94 -6.58 0.00 -64.5 0.00 64.54 1,099.39 329.82 859.03 814.32 1.44 -0.29 0.087 42.00 -6.84 -4.76 0.00 -51.4 0.00 51.38 1,099.39 329.82 859.03 814.32 1.56 -0.3 0.070 43.00 -4.82 -2.53 0.00 -46.6 0.00 46.62 1,099.39 329.82 859.03 814.32 1.62 -0.3 0.062 45.00 -4.60 -2.41 0.00 -41.6 0.00 41.56 1,099.39 329.82 859.03 814.32 1.75 -0.31 0.055 45.00 -4.60 -2.41 0.00 -41.6 0.00 41.56 876.73 263.02 546.31 539.02 1.75 -0.31 0.082 50.00 -4.17 -2.25 0.00 -29.5 0.00 29.51 876.73 263.02 546.31 539.02 2.08 -0.32 0.060 55.00 -3.74 -2.09 0.00 -18.2 0.00 18.24 876.73 263.02 546.31 539.02 2.43 -0.34 0.038 60.00 -3.30 -1.94 0.00 -7.8 0.00 7.79 876.73 263.02 546.31 539.02 2.79 -0.35 0.018 64.00 -0.09 -0.01 0.00 -0.0 0.00 0.01 876.73 263.02 546.31 539.02 3.09 -0.35 0.000 65.00 0.00 -0.01 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 3.16 -0.35 0.000 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 CALCULATED FORCES Load Case: 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0" Radial Ice 12 Iterations Gust Response Factor:1.10 Ice Dead Load Factor 1.00 Dead load Factor:1.20 Ice Importance Factor 1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -18.73 -1.07 0.00 -44.4 0.00 44.43 1,756.54 526.96 1,644.71 1,587.45 0 0 0.039 5.00 -17.52 -1.03 0.00 -39.1 0.00 39.10 1,756.54 526.96 1,644.71 1,587.45 0 -0.01 0.035 10.00 -16.31 -1.00 0.00 -34.0 0.00 33.95 1,756.54 526.96 1,644.71 1,587.45 0.01 -0.01 0.031 15.00 -15.10 -0.96 0.00 -29.0 0.00 28.97 1,756.54 526.96 1,644.71 1,587.45 0.03 -0.02 0.027 20.00 -13.89 -0.92 0.00 -24.2 0.00 24.17 1,756.54 526.96 1,644.71 1,587.45 0.05 -0.02 0.023 25.00 -12.52 -0.85 0.00 -19.6 0.00 19.56 1,756.54 526.96 1,644.71 1,587.45 0.08 -0.03 0.019 30.00 -11.31 -0.81 0.00 -15.3 0.00 15.33 1,756.54 526.96 1,644.71 1,587.45 0.1 -0.03 0.016 30.00 -11.31 -0.81 0.00 -15.3 0.00 15.33 1,099.39 329.82 859.03 814.32 0.1 -0.03 0.029 35.00 -10.53 -0.79 0.00 -11.3 0.00 11.30 1,099.39 329.82 859.03 814.32 0.14 -0.03 0.023 36.00 -10.18 -0.76 0.00 -10.5 0.00 10.51 1,099.39 329.82 859.03 814.32 0.14 -0.03 0.022 40.00 -9.55 -0.74 0.00 -7.5 0.00 7.47 1,099.39 329.82 859.03 814.32 0.17 -0.03 0.018 42.00 -8.19 -0.55 0.00 -6.0 0.00 6.00 1,099.39 329.82 859.03 814.32 0.18 -0.04 0.015 43.00 -6.01 -0.32 0.00 -5.4 0.00 5.45 1,099.39 329.82 859.03 814.32 0.19 -0.04 0.012 45.00 -5.72 -0.30 0.00 -4.8 0.00 4.81 1,099.39 329.82 859.03 814.32 0.21 -0.04 0.011 45.00 -5.72 -0.30 0.00 -4.8 0.00 4.81 876.73 263.02 546.31 539.02 0.21 -0.04 0.015 50.00 -5.15 -0.27 0.00 -3.3 0.00 3.32 876.73 263.02 546.31 539.02 0.25 -0.04 0.012 55.00 -4.57 -0.23 0.00 -2.0 0.00 1.99 876.73 263.02 546.31 539.02 0.29 -0.04 0.009 60.00 -3.99 -0.20 0.00 -0.8 0.00 0.82 876.73 263.02 546.31 539.02 0.33 -0.04 0.006 64.00 -0.11 0.00 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 0.36 -0.04 0.000 65.00 0.00 0.00 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 0.37 -0.04 0.000 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 CALCULATED FORCES Load Case: 1.0D + 1.0W 60 mph Wind with No Ice 13 Iterations Gust Response Factor:1.10 Dead load Factor:1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -16.58 -3.01 0.00 -132.6 0.00 132.56 1,756.54 526.96 1,644.71 1,587.45 0 0 0.093 5.00 -15.57 -2.95 0.00 -117.5 0.00 117.49 1,756.54 526.96 1,644.71 1,587.45 0.01 -0.02 0.083 10.00 -14.56 -2.89 0.00 -102.7 0.00 102.73 1,756.54 526.96 1,644.71 1,587.45 0.04 -0.04 0.073 15.00 -13.55 -2.83 0.00 -88.3 0.00 88.27 1,756.54 526.96 1,644.71 1,587.45 0.09 -0.05 0.063 20.00 -12.54 -2.76 0.00 -74.1 0.00 74.14 1,756.54 526.96 1,644.71 1,587.45 0.15 -0.07 0.054 25.00 -11.37 -2.56 0.00 -60.3 0.00 60.34 1,756.54 526.96 1,644.71 1,587.45 0.23 -0.08 0.045 30.00 -10.36 -2.49 0.00 -47.5 0.00 47.53 1,756.54 526.96 1,644.71 1,587.45 0.32 -0.09 0.036 30.00 -10.36 -2.49 0.00 -47.5 0.00 47.53 1,099.39 329.82 859.03 814.32 0.32 -0.09 0.068 35.00 -9.71 -2.45 0.00 -35.1 0.00 35.07 1,099.39 329.82 859.03 814.32 0.41 -0.09 0.052 36.00 -9.38 -2.39 0.00 -32.6 0.00 32.62 1,099.39 329.82 859.03 814.32 0.43 -0.1 0.049 40.00 -8.85 -2.35 0.00 -23.1 0.00 23.06 1,099.39 329.82 859.03 814.32 0.51 -0.1 0.036 42.00 -7.63 -1.70 0.00 -18.4 0.00 18.36 1,099.39 329.82 859.03 814.32 0.56 -0.11 0.030 43.00 -5.37 -0.90 0.00 -16.7 0.00 16.66 1,099.39 329.82 859.03 814.32 0.58 -0.11 0.025 45.00 -5.13 -0.86 0.00 -14.8 0.00 14.85 1,099.39 329.82 859.03 814.32 0.63 -0.11 0.023 45.00 -5.13 -0.86 0.00 -14.8 0.00 14.85 876.73 263.02 546.31 539.02 0.63 -0.11 0.033 50.00 -4.64 -0.81 0.00 -10.5 0.00 10.54 876.73 263.02 546.31 539.02 0.74 -0.12 0.025 55.00 -4.16 -0.75 0.00 -6.5 0.00 6.52 876.73 263.02 546.31 539.02 0.87 -0.12 0.017 60.00 -3.68 -0.69 0.00 -2.8 0.00 2.78 876.73 263.02 546.31 539.02 1 -0.12 0.009 64.00 -0.09 0.00 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 1.1 -0.13 0.000 65.00 0.00 0.00 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 1.13 -0.13 0.000 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-16 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period (SS):1.742 Spectral Response Acceleration at 1.0 Second Period (S1):0.641 Long-Period Transition Period (TL – Seconds):8 Importance Factor (Ie):1.000 Site Coefficient Fa:1.200 Site Coefficient Fv:1.700 Response Modification Coefficient (R):1.500 Design Spectral Response Acceleration at Short Period (Sds):1.394 Design Spectral Response Acceleration at 1.0 Second Period (Sd1):0.726 Seismic Response Coefficient (Cs):0.772 Upper Limit CS:0.772 Lower Limit CS:0.342 Period based on Rayleigh Method (sec):0.630 Redundancy Factor (p):1.000 Seismic Force Distribution Exponent (k):1.060 Total Unfactored Dead Load:16.580 k Seismic Base Shear (E):12.800 k 1.2D + 1.0Ev + 1.0Eh Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -23.02 -12.77 0.00 -610.97 0.00 610.97 1,756.54 526.96 1,645 1,587.45 0.00 0.00 0.40 5.00 -21.51 -12.67 0.00 -547.11 0.00 547.11 1,756.54 526.96 1,645 1,587.45 0.05 -0.09 0.36 10.00 -20.00 -12.45 0.00 -483.78 0.00 483.78 1,756.54 526.96 1,645 1,587.45 0.19 -0.18 0.32 15.00 -18.50 -12.12 0.00 -421.54 0.00 421.54 1,756.54 526.96 1,645 1,587.45 0.42 -0.25 0.28 20.00 -16.99 -11.68 0.00 -360.94 0.00 360.94 1,756.54 526.96 1,645 1,587.45 0.72 -0.31 0.24 25.00 -15.25 -11.04 0.00 -302.54 0.00 302.54 1,756.54 526.96 1,645 1,587.45 1.08 -0.37 0.20 30.00 -14.28 -10.61 0.00 -247.34 0.00 247.34 1,099.39 329.82 859 814.32 1.49 -0.41 0.32 30.00 -14.28 -10.61 0.00 -247.34 0.00 247.34 1,756.54 526.96 1,645 1,587.45 1.49 -0.41 0.16 35.00 -14.08 -10.52 0.00 -194.27 0.00 194.27 1,099.39 329.82 859 814.32 1.94 -0.45 0.25 36.00 -13.01 -9.97 0.00 -183.75 0.00 183.75 1,099.39 329.82 859 814.32 2.03 -0.46 0.24 40.00 -12.62 -9.75 0.00 -143.87 0.00 143.87 1,099.39 329.82 859 814.32 2.44 -0.51 0.19 42.00 -11.01 -8.79 0.00 -124.37 0.00 124.37 1,099.39 329.82 859 814.32 2.66 -0.53 0.16 43.00 -7.52 -6.64 0.00 -115.58 0.00 115.58 1,099.39 329.82 859 814.32 2.77 -0.54 0.15 45.00 -6.81 -6.16 0.00 -102.30 0.00 102.30 876.73 263.02 546 539.02 3.00 -0.56 0.20 45.00 -6.81 -6.16 0.00 -102.30 0.00 102.30 1,099.39 329.82 859 814.32 3.00 -0.56 0.13 50.00 -6.10 -5.63 0.00 -71.48 0.00 71.48 876.73 263.02 546 539.02 3.60 -0.59 0.14 55.00 -5.39 -5.04 0.00 -43.33 0.00 43.33 876.73 263.02 546 539.02 4.24 -0.63 0.09 60.00 -4.82 -4.53 0.00 -18.12 0.00 18.12 876.73 263.02 546 539.02 4.91 -0.65 0.04 64.00 0.00 0.00 0.00 0.00 0.00 0.00 876.73 263.02 546 539.02 5.46 -0.66 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 876.73 263.02 546 539.02 5.60 -0.66 0.00 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -9.67 -12.76 0.00 -608.06 0.00 608.06 1,756.54 526.96 1,645 1,587.45 0.00 0.00 0.39 5.00 -9.02 -12.64 0.00 -544.25 0.00 544.25 1,756.54 526.96 1,645 1,587.45 0.05 -0.09 0.35 10.00 -8.38 -12.40 0.00 -481.08 0.00 481.08 1,756.54 526.96 1,645 1,587.45 0.19 -0.18 0.31 15.00 -7.74 -12.07 0.00 -419.06 0.00 419.06 1,756.54 526.96 1,645 1,587.45 0.42 -0.25 0.27 20.00 -7.10 -11.62 0.00 -358.72 0.00 358.72 1,756.54 526.96 1,645 1,587.45 0.71 -0.31 0.23 25.00 -6.36 -10.98 0.00 -300.62 0.00 300.62 1,756.54 526.96 1,645 1,587.45 1.07 -0.37 0.19 30.00 -5.95 -10.55 0.00 -245.72 0.00 245.72 1,099.39 329.82 859 814.32 1.48 -0.41 0.31 30.00 -5.95 -10.55 0.00 -245.72 0.00 245.72 1,756.54 526.96 1,645 1,587.45 1.48 -0.41 0.16 35.00 -5.87 -10.46 0.00 -192.97 0.00 192.97 1,099.39 329.82 859 814.32 1.93 -0.44 0.24 36.00 -5.42 -9.90 0.00 -182.51 0.00 182.51 1,099.39 329.82 859 814.32 2.02 -0.46 0.23 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 40.00 -5.25 -9.68 0.00 -142.90 0.00 142.90 1,099.39 329.82 859 814.32 2.43 -0.51 0.18 42.00 -4.58 -8.73 0.00 -123.53 0.00 123.53 1,099.39 329.82 859 814.32 2.64 -0.53 0.16 43.00 -3.12 -6.60 0.00 -114.80 0.00 114.80 1,099.39 329.82 859 814.32 2.76 -0.54 0.14 45.00 -2.83 -6.12 0.00 -101.60 0.00 101.60 876.73 263.02 546 539.02 2.98 -0.55 0.19 45.00 -2.83 -6.12 0.00 -101.60 0.00 101.60 1,099.39 329.82 859 814.32 2.98 -0.55 0.13 50.00 -2.53 -5.59 0.00 -70.98 0.00 70.98 876.73 263.02 546 539.02 3.58 -0.58 0.14 55.00 -2.23 -5.01 0.00 -43.02 0.00 43.02 876.73 263.02 546 539.02 4.22 -0.63 0.08 60.00 -2.00 -4.50 0.00 -17.99 0.00 17.99 876.73 263.02 546 539.02 4.89 -0.65 0.04 64.00 0.00 0.00 0.00 0.00 0.00 0.00 876.73 263.02 546 539.02 5.43 -0.65 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 876.73 263.02 546 539.02 5.57 -0.65 0.00 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 ANALYSIS SUMMARY Base Reactions Max Usage Load Case Shear FX (kips) Shear FZ (kips) Axial FY (kips) Moment MX (ft-kips) Moment MY (ft-kips) Moment MZ (ft-kips) Elev (ft) Interaction Ratio 1.2D + 1.0W 8.44 0.00 19.90 0.00 0.00 371.83 0.00 0.25 0.9D + 1.0W 8.44 0.00 14.92 0.00 0.00 371.20 0.00 0.24 1.2D + 1.0Di + 1.0Wi 1.07 0.00 18.73 0.00 0.00 44.43 0.00 0.04 1.2D + 1.0Ev + 1.0Eh 12.77 0.00 23.02 0.00 0.00 610.97 0.00 0.4 0.9D - 1.0Ev + 1.0Eh 12.76 0.00 9.67 0.00 0.00 608.06 0.00 0.39 1.0D + 1.0W 3.01 0.00 16.58 0.00 0.00 132.56 0.00 0.09 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 BASE PLATE ANALYSIS @ 0 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 610.97 23.02 12.77 PLATE PARAMETERS (ID# 24736) Width:50 in Shape:8 Thickness:2.5 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Rod Detail Type:c Clear Distance -in Base Weld Size:0.125 in Orientation Offset:22.5 ° Analysis Type:Plastic Neutral Axis:60 ° ANCHOR ROD PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy(ksi) Fu(ksi) Spacing (in) Offset (°) Original [ID#25385]Radial 12 2.25 44 A615-75 75 100 -15 COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 36"ø x 0.5" (Round)55.7626 --8789.03 - Bolt Group Original (12) 2.25"ø 3.9761 3.2477 0.8393 8349.61 4.5 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 36"ø x 0.5" (Round)611.0 23.02 12.77 1.000 Bolt Group Original (12) 2.25"ø 611.0 -12.77 1.000 BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:36.12 in Flat Width:0.315 in Neutral Axis:60 ° Point-to-Point Diameter:36.12 in Flat Radians:0.017 rad Bend Line Limits: 2.059 to 3.177 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 30.672 0.00 47.926 226.2 1552.8 14.6% Corners 30.672 0.00 47.926 226.2 1552.8 14.6% Circumferential 36.318 0.00 56.746 309.2 1838.6 16.8% PLASTIC ANCHOR ROD ANALYSIS Class Group Quantity Rod Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive CapacityФPn (k)Interaction Result Original 12 2.25 49.7 1.6 243.6 21.6% ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 UPPER FLANGE PLATE ANALYSIS @ 30 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 247.34 14.28 10.61 PLATE PARAMETERS (ID# 24737) Width:36 in Shape:Round Thickness:1.5 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Base Weld Size:0.313 in Orientation Offset:-° Analysis Type:Plastic Neutral Axis:35 ° FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy(ksi) Fu(ksi) Spacing (in) Offset (°) Original [ID#25386]Radial 36 0.875 32.5 A325 92 120 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 30"ø x 0.375" (Round)34.9007 --3830.43 - Bolt Group Original (36) 0.875"ø 0.6013 0.4617 0.0170 2054.14 9.0 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 30"ø x 0.375" (Round)247.3 14.28 10.61 1.000 Bolt Group Original (36) 0.875"ø 247.3 -10.61 1.000 UPPER FLANGE PLATE BEND LINE ANALYSIS @ 30 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:30.31 in Flat Width:0.265 in Neutral Axis:35 ° Point-to-Point Diameter:30.31 in Flat Radians:0.017 rad Bend Line Limits: 1.829 to 2.534 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 15.163 0.00 8.529 11.5 276.4 4.1% Corners 15.163 0.00 8.529 11.5 276.4 4.1% Circumferential 16.201 0.00 9.113 24.0 295.3 8.1% PLASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive CapacityФPn (k)Interaction Result Original 36 0.875 9.0 0.5 41.6 23.3% ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 LOWER FLANGE PLATE ANALYSIS @ 45 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 102.3 6.81 6.16 PLATE PARAMETERS (ID# 24738) Width:36 in Shape:Round Thickness:1.5 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Base Weld Size:0.125 in Orientation Offset:-° Analysis Type:Elastic Neutral Axis:335 ° FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy(ksi) Fu(ksi) Spacing (in) Offset (°) Original [ID#25387]Radial 36 0.875 32.5 A325 92 120 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 30"ø x 0.375" (Round)34.9007 --3830.43 - Bolt Group Original (36) 0.875"ø 0.6013 0.4617 0.0170 2054.14 9.0 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 30"ø x 0.375" (Round)102.3 6.81 6.16 1.000 Bolt Group Original (36) 0.875"ø 102.3 -6.16 1.000 LOWER FLANGE PLATE BEND LINE ANALYSIS @ 45 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:30.12 in Flat Width:0.263 in Neutral Axis:335 ° Point-to-Point Diameter:30.12 in Flat Radians:0.017 rad Bend Line Limits: 0.782 to 1.487 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 15.533 0.00 8.738 6.4 283.1 2.3% Corners 15.533 0.00 8.738 6.4 283.1 2.3% Circumferential 16.135 0.00 9.076 11.7 294.1 4.0% ELASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive CapacityФPn (k) Compressive Result Interaction Result Original 36 0.875 4.5 0.0 41.6 0.109 10.9% ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 UPPER FLANGE PLATE ANALYSIS @ 45 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 102.3 6.81 6.16 PLATE PARAMETERS (ID# 24739) Width:36 in Shape:Round Thickness:1.5 in Grade:A572-50 Yield Strength:50 ksi Tensile Strength:65 ksi Base Weld Size:0.125 in Orientation Offset:-° Analysis Type:Elastic Neutral Axis:145 ° FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy(ksi) Fu(ksi) Spacing (in) Offset (°) Original [ID#25388]Radial 36 0.875 32.5 A325 92 120 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 24"ø x 0.375" (Round)27.8322 --1943.10 - Bolt Group Original (36) 0.875"ø 0.6013 0.4617 0.0170 2054.14 9.0 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 24"ø x 0.375" (Round)102.3 6.81 6.16 1.000 Bolt Group Original (36) 0.875"ø 102.3 -6.16 1.000 UPPER FLANGE PLATE BEND LINE ANALYSIS @ 45 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:24.12 in Flat Width:0.211 in Neutral Axis:145 ° Point-to-Point Diameter:24.12 in Flat Radians:0.017 rad Bend Line Limits: 3.686 to 4.517 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 23.807 0.00 13.392 83.9 602.6 13.9% Corners 23.807 0.00 13.392 83.9 602.6 13.9% Circumferential 24.020 0.00 13.511 122.5 608.0 20.1% ELASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive CapacityФPn (k) Compressive Result Interaction Result Original 36 0.875 4.5 0.0 41.6 0.109 10.9% ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 PIER FOUNDATION ANALYSIS GLOBAL REACTIONS Moment (k-ft)Axial (k)Shear (k) 610.97 23.02 12.77 FOUNDATION PARAMETERS Pier Diameter:D 5.00 ft Pier Embedment Depth:L-h 11.0 ft Pier Height above Grade:h 0.50 ft Concrete Compressive Strength:3,000 psi Vertical Rebar:(14) #9 bars [60 ksi] Tie Rebar: s #3 bars @ 6.0" c/c [60 ksi] Rebar Clear Cover:3.00 in SOIL PARAMETERS Water Table Depth [BGL]:GW 14 ft Layer Depth (ft)Unit Weight Cohesion Friction Angle Ultimate Skin Friction Ultimate Net Bearing Top Bottom pcf psf °psf psf 0 2 115 0 0 0 0 2 12 115 150 38 900 5,350 SOIL STRENGTH ANALYSIS Volume of Concrete (ft3) Buoyant Weight of Concrete (k) Skin Friction Resistance (k) Inflection Point [BGL] (ft) 225.80 33.87 127.23 7.62 SOIL MOMENT ANALYSIS Total Lateral Resistance (k) Moment at Inflection Point, Mu (k-ft) Additional Resistance (k-ft) Nominal Moment Capacity, ФMn (k-ft) Soil Moment Usage, Mu / ФMn 459.40 714.61 0.00 729.90 97.9% SOIL COMPRESSION ANALYSIS Compressive Bearing Resistance (k) Compressive Force, Pu(k) Additional Resistance (k) Nominal Compressive Capacity, ФPn (k) Soil Compressive Usage, Pu / ФPn 105.05 32.09 0.00 174.21 18.4% ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 REINFORCING STEEL STRENGTH ANALYSIS Rebar Cage Diameter (in) Steel Elastic Modulus, E (ksi) Strength Bending/Tension Reduction Factor, Фb Strength Shear Reduction Factor, Фv Strength Compression Reduction Factor, Фc 52.122 29,000 0.9 0.75 0.65 PIER REINFORCING MOMENT ANALYSIS Design Moment, Mu (k-ft) Nominal Moment Capacity, ФbMn (k-ft)Bending Reinforcement Ratio Pier Rebar Flexure Usage, Mu/ФbMn 621.10 1,611.85 0.00 38.5% PIER REINFORCING COMPRESSION ANALYSIS Buoyant Weight of Concrete (k) Design Compression, Pu (k) Nominal Compressive Capacity, ФpPn (k) Pier Rebar Compressive Usage, Pu / ФpPn 33.87 32.09 4,167.41 0.8% PIER REINFORCING SHEAR ANALYSIS Design Shear, Vu(k) Nominal Shear Capacity, ФvVn (k) Pier Rebar Shear Usage, Vu / ФvVn 129.47 312.44 41.4%