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REVIEWED BLD2023-0511+Structural_Analysis_or_Calculations+4.25.2023_9.30.35_AM+3503197RECEIVED Apr 252023 REVIEWED BY CITY OF EDMONDS ?Trylon Mount Analysis Report Trylon Project # 207284 November 18, 2022 BLD2023-0511 Project Infor Client Mastec Carrier Name AT&T Mobility Carrier USID 74953 Carrier Site Name Harrison PACE Number MRWOR052781, MRWOR052569, MRWOR052583 PTN Number 3801AOYG34, 3801AOYF4A, 3801AOYFZ2 FA Number 10037166 Site Address 9617 Firdale Ave., Edmonds, WA 98020 Site Coordinates 47.7782222,-122.3618639 Structure Type Building Structure Height 38.0 ft Mount Type Pipe Mounts in FRP Structure Mount Elevation 31.0 ft STRUCTURE RATING = •' , Analysis Performed by: Mike Moore, P.E. Reviewed and Approved by: Cliff Abernathy, P.E. ABERtvq � w�r�'� 52593 c� �GISTEg, ss1oNALE�f ;: • Trylon Mount Analysis Report Analysis Date: November 18, 2022 Subject: Analysis of the Proposed Pipe Mounts in FRP Structure at 31.0 ft Elevation Dear Mastec, We have been provided with RF information, photos and sketches of the structure for the above referenced sites. AT&T Mobility is proposing to change the equipment configuration on the Proposed mounting hardware. A revised antenna, coax and miscellaneous equipment schematic have been provided to us. We have been asked to evaluate this information to determine whether the mounting apparatus is adequate to safely support the proposed loading change. RISA 3D (Version 17), a commercially available analysis software package, was used to create a three- dimensional model of the antenna mounting system and calculate member stresses for various loading cases. 1. Source Data Document Type RFDS Source Reference Date AT&T RFDS ID: 4312200 October 15, 2021 Construction Drawings GPD Group Site ID: WA6272 June 17, 2022 Mount Analysis Tryon Project No. 162893 August 26, 2020 2. Analysis Criteria Adopted Codes Building Code / Local Code 2018 IBC / 2018 WASBC Code Standard ASCE 7-16 Design Wind Speed (mph) 98 Design Wind Speed with Ice (mph) 30 Design Ice Thickness (in) 1.0 Risk Category/Structure Class II Exposure Category B Topographic Factor, KZt 1.0 Seismic Response Acceleration, SS (g) 1.279 Seismic Response Acceleration, S, 0.448 2 1 P a g e 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 ;: Trylon • 3. Final Loading Configuration 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 Analysis Date: November 18, 2022 3 1 P a g e ;: • Trylon Analysis Date: November 18, 2022 4. Standard Conditions for Providing Structural Consulting Services on Existing Structures 1) Mounting hardware is analyzed to the best of our ability using all information that is provided or can be obtained during fieldwork (if authorized by client). If the existing conditions are not as we have represented in this analysis, we should be contacted to evaluate the significance of the deviation and revise the assessment accordingly. 2) The structural analysis has been performed assuming that hardware is in "like new" condition. No allowance was made for excessive corrosion, damaged or missing structural members, loose bolts, misaligned parts, or any reduction in strength due to the age or fatigue of the product. 3) The structural analysis provided is an assessment of the primary load carrying capacity of the hardware. We provide a limited scope of service. In some cases, we cannot verify the capacity of every weld, plate, connection detail, etc. In some cases, structural fabrication details are unknown at the time of our analysis, and the detailed field measurement of some of the required details may not be possible. In instances where we cannot perform connection capacity calculations, it is assumed that the existing manufactured connections develop the full capacity of the primary members being connected. 4) We cannot be held responsible for mounting hardware that is installed improperly or hardware that is loose or has a tendency of working loose over the lifetime of the mounting hardware. Our analysis has been performed assuming fully tightened connections, and proper installation and symmetry of the mounting hardware per manufacturer's instructions. 5) The structural analysis has been performed using information currently provided by the client and potentially field verified. We have been provided with a mounting arrangement for all telecommunications equipment, including antennas RRH's, TMA's, RRU's, diplexers, surge protection devices, etc. Our analysis has been based upon a particular mounting arrangement. We are not responsible for deviations in the mounting arrangement that may occur over time. If deviations in equipment type or mounting arrangements are proposed, then we should be contacted to revise the recommendations of this structural report. 6) We cannot be held responsible for temporary and unbalanced loads on mounting hardware. Our analysis is based on a particular mounting arrangement or as -built field condition. We are not responsible for the methods and means of how the mounting arrangement is accomplished by the contractor. These methods and means may include rigging of equipment or hardware to lift and locate, temporary hanging of equipment in locations other than the final arrangement, movement and tie off of tower riggers, personnel, and their equipment, etc. 7) Steel grade and strength is unknown and cannot be field tested. We cannot be held responsible for equipment manufactured from inferior steel or bolts. Our analysis assumes that standard structural grade steel has been used by the equipment manufacturer for all assembled parts of the mounting apparatus. Acceptable steels and connection components are specified by the American Institute of Steel Construction. It is assumed all welded connections are performed in the shop under the latest American Welding Society Code. No field welds are permitted or assumed for the existing premanufactured equipment. 8) Steel grades have been assumed as follows, unless noted otherwise: Assumed Steel Channel, Solid Round, Angle, Plate Grades ASTM A36 GR 36 HSS (Rectangular) ASTM 500 GR B-46 Pipe ASTM A53 GR 35 Connection Bolts ASTM A325 U-Bolts, Threaded Rods SAE J429 Gr. 2 4 1 P a g e 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 Trylon 5. Analysis Results Analysis Date: November 18, 2022 Notes: 1) See additional documentation in "Appendix A — Additional Calculations" for calculations supporting the % capacity consumed. 6. Conclusions and Recommendations Based on the information provided, our calculations conclude that the Proposed AT&T Mobility Pipe Mounts in FRP Structure installed at 31.0 ft. elevation has sufficient capacity to carry the final loading configuration. Install (1) new HSS 7x7x1/4"x156" Ig. center pipe (v.i.f.) Install (3) new 2" Std. x 36" Ig. pipe mounts for proposed antennas 5 1 P a g e 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 Trylon Analysis Date: November 18, 2022 APPENDIX ADDITIONAL CALCULATIONS 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 6 1 P a g e • •�ar.' Trylon • • i • 7 • . 1825 W. Walnut Hill Lane Suite 120 Irving. TX 75038 TIA LOAD CALCULATOR 2.2 PROJECT Job Code: 207824 Carrier Site ID: 74953 Carrier Site Name: Harrison CODESDA-D Building Code: 2018 IBC Local Building Code: 2018 WASBC Design Standard: TIA-222-H STRUCTURE DETAILS Mount Type: Rooftop -- Mount Elevation: 31.0 ft. Number of Sectors: 3 -- Structure Type: Building -- Structure Height: 1 38.0 Ift. Structure Risk Category: II -- Exposure Category: B Site Class: D - Default -- Ground Elevation: 388.43 ft. Topographic Category: 1.00 -- Topographic Feature: N/A -- Crest Point Elevation: 0.00 ft. Base Point Elevation: 0.00 ft. Crest to Mid -Height (L/2): 0.00 ft. Distance from Crest (x): 0.00 ft. Base Topo Factor (KZt): 1.00 -- Mount Topo Factor (KZt): 1.00 -- WIND PARAMETERS Design Wind Speed: 98 mph Wind Escalation Factor (Ks): 1.00 -- Velocity Coefficient (KZ): 0.71 -- Directionality Factor (Kd): 0.95 -- Gust Effect Factor (Gh): 1.00 -- Shielding Factor (Ka): 0.90 -- Velocity Pressure (q,): 16.29 psf Ground Elevation Factor (Ke): 0.99 -- PARAMETERS Design Ice Wind Speed: 30 mph Design Ice Thickness (t): 1.00 in Importance Factor (I): 1.00 -- Ice Velocity Pressure (q,j): 2.14 psf Mount Ice Thickness (tij: 0.99 in Flat Member Pressure: 29.32 psf Round Member Pressure: 17.59 psf Ice Wind Pressure: 2.32 psf Importance Factor (le): 1.00 - Short Period Accel .(Ss): 1.28 g 1 Second Accel (S 0.45 g Short Period Des. (Sps): 1.02 g 1 Second Des. (Sp1): 0.55 g Short Period Coeff. (Fa): 1.20 -- 1 Second Coeff. (Fv): 1.85 -- Response Coefficient (Cs): 0.51 -- Amplification Factor (As): 3.00 -- 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 LOAD COMBINATIONS f LRFDI on Description 1.4DL 1 2 1.2DL + 1WL 0 AZI 3 1.2DL + 1WL 30 AZI 4 1.2DL+1WL45AZI 5 1.2DL + 1WL 60 AZI 6 1.2DL + 1WL 90 AZI 7 1.2DL + 1 WL 120 AZI 8 1.2DL + 1 WL 135 AZI 9 1.2DL + 1 WL 150 AZI 10 1.2DL + 1 WL 180 AZI 11 1.2DL + 1 WL 210 AZI 12 1.2DL + 1 WL 225 AZI 13 1.2DL + 1 WL 240 AZI 14 1.2DL + 1 WL 270 AZI 15 1.2DL + 1 WL 300 AZI 16 1.2DL + 1 WL 315 AZI 17 1.2DL + 1 WL 330 AZI 18 0.9DL+1WLOAZI 19 0.9DL + 1WL 30 AZI 20 0.9DL + 1WL 45 AZI 21 0.9DL + 1WL 60 AZI 22 0.9DL + 1WL 90 AZI 23 0.9DL + 1 WL 120 AZI 24 0.9DL + 1 WL 135 AZI 25 0.9DL + 1 WL 150 AZI 26 0.9DL + 1 WL 180 AZI 27 0.9DL + 1 WL 210 AZI 28 0.9DL + 1 WL 225 AZI 29 0.9DL + 1 WL 240 AZI 30 0.9DL + 1 WL 270 AZI 31 0.9DL + 1 WL 300 AZI 32 0.9DL + 1 WL 315 AZI 33 0.9DL + 1 WL 330 AZI 34 1.2DL + 1 DLi + 1 WLi 0 AZI 35 1.2DL + 1 DLi + 1 WLi 30 AZI 36 1.2DL + 1 DLi + 1 WLi 45 AZI 37 1.2DL + 1 DLi + 1 WLi 60 AZI 38 1.2DL + 1 DLi + 1 WLi 90 AZI 39 1.2DL + 1 DLi + 1 WLi 120 AZI 40 1.2DL + 1 DLi + 1 WLi 135 AZI 41 1.2DL + 1 DLi + 1 WLi 150 AZI 42 1.2DL + 1 DLi + 1 WLi 180 AZI 43 1.2DL + 1 DLi + 1 W Li 210 AZI 44 1.2DL + 1 DLi + 1 WLi 225 AZI 45 1.2DL + 1 DLi + 1 WLi 240 AZI 46 1.2DL + 1 DLi + 1 WLi 270 AZI 47 1.2DL + 1 DLi + 1 WLi 300 AZI 48 1.2DL + 1 DLi + 1 WLi 315 AZI 49 1.2DL + 1 DLi + 1 WLi 330 AZI 50 (1.2+0.2Sds) + 1.0E 0 AZI 51 (1.2+0.2Sds) + 1.0E 30 AZI 52 (1.2+0.2Sds) + 1.0E 45 AZI 53 (1.2+0.2Sds) + 1.0E 60 AZI 54 (1.2+0.2Sds) + 1.0E 90 AZI 55 (1.2+0.2Sds) + 1.0E 120 AZI 56 (1.2+0.2Sds) + 1.0E 135 AZI 57 (1.2+0.2Sds) + 1.0E 150 AZI 58 (1.2+0.2Sds) + 1.0E 180 AZI 59 (1.2+0.2Sds) + 1.0E 210 AZI 60 (1.2+0.2Sds) + 1.0E 225 AZI 61 (1.2+0.2Sds) + 1.0E 240 AZI 62 (1.2+0.2Sds) + 1.0E 270 AZI 63 (1.2+0.2Sds) + 1.0E 300 AZI 64 (1.2+0.2Sds) + 1.0E 315 AZI 65 (1.2+0.2Sds) + 1.0E 330 AZI 66 (0.9-0.2Sds) + 1.0E 0 AZI 67 (0.9-0.2Sds) + 1.0E 30 AZI 68 (0.9-0.2Sds) + 1.0E 45 AZI 69 (0.9-0.2Sds) + 1.0E 60 AZI 70 (0.9-0.2Sds) + 1.0E 90 AZI 71 (0.9-0.2Sds) + 1.0E 120 AZI 72 (0.9-0.2Sds) + 1.0E 135 AZI 73 (0.9-0.2Sds) + 1.0E 150 AZI 74 (0.9-0.2Sds) + 1.0E 180 AZI 75 (0.9-0.2Sds) + 1.0E 210 AZI 76 (0.9-0.2Sds) + 1.0E 225 AZI 77 (0.9-0.2Sds) + 1.0E 240 AZI 78 (0.9-0.2Sds) + 1.0E 270 AZI 79 (0.9-0.2Sds) + 1.0E 300 AZI 80 (0.9-0.2Sds) + 1.0E 315 AZI 81 (0.9-0.2Sds) + 1.0E 330 AZI 82-88 1.2D + 1.5 Lv1 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 89 Descriptionr m 1.2D + 1.51-m + 1.OWm 0 AZI - MP1 90 1.2D+1.51-m+1.OWm 30AZI -MP1 91 1.2D+1.5Lm+1.OWm45AZI -MP1 92 1.2D+1.5Lm+1.OWm60AZI -MP1 93 1.2D+1.5Lm+1.OWm90AZI -MP1 94 1.2D + 1.51-m + 1.OWm 120 AZI - MP1 95 1.2D + 1.51-m + 1.OWm 135 AZI - MP1 96 1.2D + 1.51-m + 1.OWm 150 AZI - MP1 97 1.2D + 1.51-m + 1.OWm 180 AZI - MP1 98 1.2D + 1.51-m + 1.OWm 210 AZI - MP1 99 1.2D + 1.51-m + 1.OWm 225 AZI - MP1 100 1.2D + 1.51-m + 1.OWm 240 AZI - MP1 101 1.2D + 1.51-m + 1.OWm 270 AZI - MP1 102 1.2D + 1.51-m + 1.OWm 300 AZI - MP1 103 1.2D + 1.51-m + 1.OWm 315 AZI - MP1 104 1.2D + 1.51-m + 1.OWm 330 AZI - MP1 105 1.2D + 1.51-m + 1.OWm 0 AZI - MP2 106 1.2D+1.51-m+1.OWm 30AZI -MP2 107 1.2D+1.5Lm+1.OWm45AZI -MP2 108 1.2D+1.5Lm+1.OWm60AZI -MP2 109 1.2D+1.5Lm+1.OWm90AZI -MP2 110 1.2D + 1.51-m + 1.OWm 120 AZI - MP2 111 1.2D + 1.51-m + 1.OWm 135 AZI - MP2 112 1.2D + 1.51-m + 1.OWm 150 AZI - MP2 113 1.2D + 1.51-m + 1.OWm 180 AZI - MP2 114 1.2D+1.5Lm+1.OWm210AZI -MP2 115 1.2D+1.5Lm+1.OWm225AZI -MP2 116 1.2D+1.5Lm+1.OWm240AZI -MP2 117 1.2D + 1.51-m + 1.OWm 270 AZI - MP2 118 1.2D + 1.51-m + 1.OWm 300 AZI - MP2 119 1.2D+1.5Lm+1.OWm315AZI -MP2 120 1.2D + 1.51-m + 1.OWm 330 AZI - MP2 121 1.2D+1.5Lm+1.OWm0AZI -MP3 122 1.2D + 1.51-m + 1.OWm 30 AZI - MP3 123 1.2D + 1.51-m + 1.OWm 45 AZI - MP3 124 1.2D + 1.51-m + 1.OWm 60 AZI - MP3 125 1.2D + 1.51-m + 1.OWm 90 AZI - MP3 126 1.2D + 1.51-m + 1.OWm 120 AZI - MP3 127 1.2D + 1.51-m + 1.OWm 135 AZI - MP3 128 1.2D + 1.51-m + 1.OWm 150 AZI - MP3 129 1.2D + 1.51-m + 1.OWm 180 AZI - MP3 130 1.2D+1.5Lm+1.OWm210AZI -MP3 131 1.2D + 1.51-m + 1.OWm 225 AZI - MP3 132 1.2D + 1.51-m + 1.OWm 240 AZI - MP3 133 1.2D + 1.51-m + 1.OWm 270 AZI - MP3 134 1.2D + 1.51-m + 1.OWm 300 AZI - MP3 135 1.2D + 1.51-m + 1.OWm 315 AZI - MP3 136 1.2D + 1.51-m + 1.OWm 330 AZI - MP3 137 1.2D+1.5Lm+1.OWm0AZI -MP4 138 1.2D + 1.51-m + 1.OWm 30 AZI - MP4 139 1.2D+1.5Lm+1.OWm45AZI -MP4 140 1.2D + 1.51-m + 1.OWm 60 AZI - MP4 141 1.2D + 1.51-m + 1.OWm 90 AZI - MP4 142 1.2D + 1.51-m + 1.OWm 120 AZI - MP4 143 1.2D + 1.51-m + 1.OWm 135 AZI - MP4 144 1.2D+1.51-m+1.OWm 150AZI -MP4 145 1.2D+1.51-m+1.OWm 180AZI -MP4 146 1.2D+1.5Lm+1.OWm210AZI -MP4 147 1.2D + 1.51-m + 1.OWm 225 AZI - MP4 148 1.2D + 1.51-m + 1.OWm 240 AZI - MP4 149 1.2D + 1.51-m + 1.OWm 270 AZI - MP4 150 1.2D + 1.51-m + 1.OWm 300 AZI - MP4 151 1.2D+1.5Lm+1.OWm315AZI -MP4 152 1.2D + 1.51-m + 1.OWm 330 AZI - MP4 'This page shows an example of maintenance loads for (4) pipes, the number of mount pipe LCs may vary per site 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 EQUIPMENT LOADING Appurtenance Name Elevation (ft ill EPA N (ft2) MA T (ft2) Weight (IS © •� � 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 EQUIPMENT LOADING FCONT.I Appurtenance Namein Elevation M EPA N X) EPA T (ft2� Weight (Ibs) 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 EQUIPMENT WIND CALCULATIONS Appurtenance Name g Elevation [ft] MMMMMM 11 • : • © 11 1® 1• 1•• • • .. , ,. © 11 1• 1•� • D •4: •1 © 11 1® 1• 1•• • • 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 EQUIPMENT LATERAL WIND FORCE CALCULATIONS Appurtenance Name Q 300 60° 2400 90° 700 .A �� 1 11 1 11 1 11 1 11 1 11 1 11 11 • . ©� 1 11 1 11 1 11 1 11 1 11 1 11 �� 1 11 1 11 1 11 1 11 1 11 1 11 :' ©� 1 11 1 11 1 11 1 11 1 11 1 11 �� 1 11 1 11 1 11 1 11 1 11 1 11 ' ©� 1 11 1 11 1 11 1 11 1 11 1 11 �� 1 11 1 11 1 11 1 11 1 11 1 11 RRH' ' ©� 1 11 1 11 1 11 1 11 1 11 1 11 �� 1 11 1 11 1 11 1 11 1 11 1 11 :: ©� 1 11 1 11 1 11 1 11 1 11 1 11 �� 1 11 1 11 1 11 1 11 1 11 1 11 • ': •1 :: ©� 1 11 1 11 1 11 1 11 1 11 1 11 �� 1 11 1 11 1 11 1 11 1 11 1 11 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 EQUIPMENT LATERAL WIND FORCE CALCULATIONS [CONT.I Appurtenance Name 0° ° 2100il 60° 71 2400 90° 2700 �0150°0 3000 3300 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 EQUIPMENT SEISMIC FORCE CALCULATIONS Appurtenance Name 0 I Elevation [ft] weight [lbs] .. FP [Ibs] •� -- .- D . 4:.0:: 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 *these drawings are intended to show approximate locations of equipment on the mount and should not be used to determine exact placement of equipment or additional hardware **Elevation View Shows Only One Sector 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 Name AEQK Total e 3 Antenna 37.5 Mount Pipe PositionsEquipment MP7/MP8/MP9 Azimuths 60/200/300 XXQLH-654L8H6-IVT 3 31 MP1/MP3/MP5 60/200/300 AHLBA 3 31 SP1/SP2/SP3 60/200/300 AHFIB 3 31 MP1/MP3/MP5 60/200/300 RRH4X25-WCS-4R 3 31 MP2/MP4/MP6 60/200/300 78211288 3 31 MP1/MP3/MP5 60/200/300 DC6-48-60-18-8F 3 31 SP1/SP2/SP3 60/200/300 1825 W. Walnut Hill Lane, Suite 120 Irving, Texas 75038 A z x Envelope Only Solution Trylon SK - 1 AM WA6272 Nov 18, 2022 at 10:10 AM 207284 WA6272_loaded.r3d A z x 2 95 1 88 A 86 a rn a A %87 96 2 89 75 76 52 2 1 5 28 2-2 a_ M g a 2 8 2 C M37 48 136 5 10 N 4 cry 4 46 U) M a 6 7 47 14 50 f M38 35 0 1 7 45 3 49 26 MIR1 Envelope Only Solution Trylon WA6272 SK - 3 AM Nov 18, 2022 at 10:10 AM 207284 WA6272_loaded.r3d A z x O N LU a a N O N O LU N n O d a N PIPE 0 Ni a LU a A�AF o •ON D. a a O N N LU a IPE 2 0 i Envelope Only Solution Trylon SK - 4 AM WA6272 Nov 18, 2022 at 10:11 AM 207284 WA6272_loaded.r3d z x I O N W a 0 N O W N d O N d �O PIPE R D 0 N \O ff G� RIGID o a �0 Ai�,� (V p aa R D O N N W 0 PE 0- 0 R D O a Ay�� \G\p RIGID p R D Envelope Only Solution Trylon SK - 5 AM WA6272 Nov 18, 2022 at 10:11 AM 207284 WA6272_loaded.r3d z x I m c� M M Z m m M m (� < m ¢ p53 R D G� O \O G' RIGID m Q q � em O R p D m (D M 53 R D O q �� \Gp 0 RIGID p R D Envelope Only Solution Trylon SK - 6 AM WA6272 Nov 18, 2022 at 10:11 AM 207284 WA6272_loaded.r3d z x co C7 04 cq g c4 N 5 $� 8 812 2 N 6 2 5 ft v04 30 2 5 5 2• 3 8.812 y 2 5 2 Member Length (in) Displayed Envelope Only Solution Trylon SK - 7 AM WA6272 Nov 18, 2022 at 10:11 AM 207284 WA6272_loaded.r3d z x -49.6051b -49.60.0 511b -49.605 49.60bi 51b -45.21 b -45.21 b -45.21b -911 -88. 91 88.191 91b IF -32.81 101.41b 32 -32.8 1 101.41 -10 . -1 .61 -17.61 -4 .21 -45.21 1 Loads: BLC 1, Self Weight Envelope Only Solution Trylon WA6272 SK - 8 AM Nov 18, 2022 at 10:11 AM 207284 WA6272_loaded.r3d A z x -76.13'11b 76.134I§ 1 -76.1341b 76.1a, 1 -69.3731b -69. 731b -69.3731b 139.E -135.3541b -50.341lb -135.354 -139.6671b 3411b 50.34 15 g� -27.0121 21b -155. -69.3731b 69 3731 -27. 2 -69.3731b Loads: BLC 23, Seismic Load Z Envelope Only Solution Trylon WA6272 SK - 9 AM Nov 18, 2022 at 10:11 AM 207284 WA6272_loaded.r3d A z x 1341 b 6.13d9 1341b 1341b -76.13-d9. 1341b -69.3731b -69.3731b 69.37 I 6671b 135.35 I 1 Ib 135.3541b 9 Ib 50.34 lb iC 1lb -13pp9.6pp1677�11�b -27.0121b 155�6291bb 155.6 91 69.37 lb -69.3731b 7.01 -69.3731b Loads: BLC 24, Seismic Load X Envelope Only Solution Trylon WA6272 SK - 10 AM Nov 18, 2022 at 10:11 AM 207284 WA6272_loaded.r3d Company IIRISA Designer Job Number Model Name (Global) Model Settings Trylon Nov 18, 2022 AM 10:23 AM 207284 Checked By:_ WA6272 Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh in^2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration in/sec^2 386.4 Wall Mesh Size in 24 Ei ensolution Convergence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Sparse Accelerated Dynamic Solver —+ Accelerated Solver Hot Rolled Steel Code AISC 15th 360-16 : LRFD Adjust Stiffness? Yes Iterative RISAConnection Code AISC 15th 360-16 : LRFD Cold Formed Steel Code AISI S100-16: LRFD Wood Code AWC NDS-18: ASD Wood Temperature < 100F Concrete Code ACI 318-14 Masonry Code TMS 402-16: Strength Aluminum Code AA ADM1-15: LRFD - Building Stainless Steel Code AISC 14th 360-10 : ASD Adjust Stiffness? Yes Iterative Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 1 IIIRISA' A NEMETSCHEK COMPANY Company Trylon Nov 18, 2022 Designer AM 10:23 AM Job Number 207284 Checked By:_ Model Name WA6272 (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation in Not Entered Add Base Weight? Yes Ct X .02 Ct Z .02 T X sec Not Entered T Z sec Not Entered RX 3 RZ 3 Ct Exp. X .75 Ct Exp. Z .75 SD1 1 SDS 1 S1 1 TL sec 5 Risk Cat I or II Drift Cat Other Om Z 1 Om X 1 Cd Z 1 Cd X 1 Rho Z 1 Rho X 1 Hot Rolled Steel Properties I nhal F rkcil rkcil rVn Tharm WF: r)aneifidk/ft Vialrlrncil Rv Furncil Pt 1 A992 29000 11154 .3 .65 .49 50000 1.1 65000 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36000 1.5 58000 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50000 1.1 65000 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42000 1.4 58000 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46000 1.4 58000 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35000 1.6 60000 1.2 7 A1085 29000 11154 .3 .65 .49 50000 1.4 65000 1.3 Hot Rolled Steel Section Sets A500 Gr.B RND Joint Boundary Conditions Inin+ I �hol Y rle/inl V rU/inl 7 rU/inl y Pm rlr-f+/r.rll V Rn+ nr-f+/rorll 7 Rn+ f4_f+/rorll 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N2 3 CP 4 N4 5 N5 6 N6 7 N7 8 N8 9 N9 10 N10 11 N11 12 N12 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 2 IIRISCompany A Designer Job Number A NEMETSCHEK COMPANY Model Name Trylon Nov 18, 2022 AM 10:23 AM 207284 Checked By:_ WA6272 Joint Boundary Conditions (Continued) .Inint I ahf l X rk/inl Y fk/inl 7 fk/inl X Rnt rk-ft/raril Y Rnt rk-ft/raril 7 Rnt rk-ft/raril 13 N13 14 N14 15 N15 16 N16 17 N17 18 N18 19 N19 20 N20 21 N21 22 N22 23 N23 24 N24 25 N25 26 N26 27 N27 28 N28 29 N29 30 N30 31 N31 32 N32 33 N33 34 N 34 35 N35 36 N36 37 N37 38 N38 39 N39 40 N40 41 N41 42 N42 43 N43 44 N44 45 N45 46 N46 47 N47 48 N48 49 N49 50 N50 51 N51 52 N52 53 N53 54 N54 55 N55 56 N56 57 N57 58 N 58 59 N59 60 N60 61 N61 62 N62 63 N63 64 N64 65 N65 66 N66 67 N67 68 N68 69 N69 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA_TNX\WA6272_loaded.r3d] Page 3 Company Trylon 11RISA Designer Job Number 20 207284 A NEMETSCHEK COMPANY Model Name WA6272 Nov 18, 2022 10:23 AM Checked By:_ Joint Boundary Conditions (Continued) Ininf I ha1 y rIr/inl V rl./inl 7 rl./inl y Rnf rl.-ff/rar11 V Rnf r1.-ff/rorll 7 Rnf rlr-f 1/ H1 70 N70 71 N71 72 N72 73 N73 74 N 74 75 N75 76 N76 77 N77 78 N78 79 N79 80 N80 81 N81 82 N82 83 N86 84 N87 85 N88 86 N89 87 N93 88 N94 89 N95 90 N96 Member Primary Data I ahal I .Inint .1 Anint K Anint Rntata/ Sartir)n/Ghana Tuna nacinn 1 ict hAatarial rlacinn R 1 M1 N2 N1 Center Beam Pie A500 Gr.. Tybical 2 M2 CP N5 RIGID None None RIGID Typical 3 M3 N4 N6 RIGID None None RIGID Typical 4 SP1 N8 N7 PIPE 2.0" Beam Pipe A53 Gr.B Typical 5 M5 N16 N14 PIPE 2.0" Beam Pie A53 Gr.B Typical 6 M6 N15 N13 PIPE 2.0" Beam Pipe A53 Gr.B Typical 7 M7 N10 N12 RIGID None None RIGID Typical 8 M8 N9 N11 RIGID None None RIGID Typical 9 M9 N19 N23 RIGID None None RIGID Typical 10 M10 N17 N21 RIGID None None RIGID Typical 11 M11 N20 N24 RIGID None None RIGID Typical 12 M12 N18 N22 RIGID None None RIGID Typical 13 MP1 N28 N26 PIPE 2.0" Beam Piipe A53 Gr.B Typical 14 MP2 N27 N25 PIPE 2.0" Beam Pipe A53 Gr.B Typical 15 SP3 N32 N31 PIPE 2.0" Beam Pie A53 Gr.B Typical 16 M16 N40 N38 PIPE 2.0" Beam Pie A53 Gr.B Typical 17 M17 N39 N37 PIPE 2.0" Beam Pipe A53 Gr.B T ical 18 M18 N34 N36 RIGID None None RIGID Typical 19 M19 N33 N35 RIGID None None RIGID Typical 20 M20 N43 N47 RIGID None None RIGID Typical 21 M21 N41 N45 RIGID None None RIGID Typical 22 M22 N44 N48 RIGID None None RIGID Typical 23 M23 N42 N46 RIGID None None RIGID Typical 24 MP5 N52 N50 PIPE 2.0" Beam Pipe A53 Gr.B Typical 25 MP6 N51 N49 PIPE 2.0" Beam Pie A53 Gr.B Typical 26 SP2 N56 N55 PIPE 2.0" Beam Pie A53 Gr.B Typical 27 M27 N64 N62 PIPE 2.0" Beam Pipe A53 Gr.B Typical 28 M28 N63 N61 PIPE 2.0" Beam Pie A53 Gr.B Typical 29 M29 N58 N60 RIGID None None RIGID Typical 30 M30 N57 N59 RIGID None None RIGID Typical 31 M31 N67 N71 RIGID None None RIGID Typical RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 4 Company Trylon 11RISA Designer Job Number 20 207284 A NEMETSCHEK COMPANY Model Name WA6272 Nov 18, 2022 10:23 AM Checked By:_ Member Primary Data (Continued) 1 .1c1 1 Ininf I Ininf K Ininf Pnfnfc/ T- n..inn I icf nnnrcrinl n..inn P 32 M32 N65 N69 RIGID None None RIGID Typical 33 M33 N68 N72 RIGID None None RIGID Typical 34 M34 N66 N70 RIGID None None RIGID Typical 35 MP3 N76 N74 PIPE 2.0" Beam Pie A53 Gr.B Typical 36 MP4 N75 N73 PIPE 2.01, Beam Pie A53 Gr.B T ical 37 M37 CID N29 RIGID None None I RIGID T icaI 38 M38 N4 N30 RIGID None None RIGID Typical 39 M39 CP N53 RIGID None None RIGID Typical 40 M40 N4 N54 RIGID None None RIGID Typical 41 MP7 N81 N82 PIPE 2.0" Beam Pi e A53 Gr.B T ical 42 M42 N79 N77 RIGID None None RIGID T ical 43 M43 N80 N78 RIGID None None RIGID Typical 44 MP9 N88 N89 PIPE 2.0" Beam Pipe A53 Gr.B Typical 45 M45 N86 N77 RIGID None None RIGID Typical 46 M46 N87 N78 RIGID None None RIGID Typical 47 MP8 N95 N96 PIPE 2.0" Beam Piipe A53 Gr.B Typical 48 M48 N93 N77 RIGID None None RIGID Typical 49 M49 N94 N78 RIGID None None RIGID T ical Member Advanced Data I nhcl I Rcicaeo I Rcicaec I (lffecfrinl _I (lffecfrinl T/(: Onhi Phveirnl r)cfl Pnf Anniveie Off Innrfivc Rciemir 1 M1 Yes Default None 2 M2 Yes NA None 3 M3 Yes' NA None 4 SP1 Yes None 5 M5 Yes None 6 M6 Yes None 7 M7 Yes' NA None 8 M8 Yes` NA None 9 M9 Yes' NA None 10 M 10 Yes` NA None 11 Mil Yes' NA None 12 M 12 Yes` NA None 13 MP1 Yes None 14 MP2 Yes None 15 SP3 Yes None 16 M16 Yes None 17 M17 Yes None 18 M18 Yes' NA None 19 M 19 Yes' NA None 20 M20 Yes' NA None 21 M21 Yes' NA None 22 M22 Yes` NA None 23 M23 Yes' NA None 24 MP5 Yes None 25 MP6 Yes None 26 SP2 Yes None 27 M27 Yes None 28 M28 Yes None 29 M29 Yes' NA None 30 M30 Yes` NA None 31 M31 Yes' NA None 32 M32 Yes` NA None 33 M33 Yes' NA None 34 M34 Yes` NA None RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 5 Company Trylon IIRISA Designer Job Number 20 207284 A NEMETSCHEK COMPANY Model Name WA6272 Nov 18, 2022 10:23 AM Checked By:_ Member Advanced Data (Continued) I h.1 I P.I.— I P.I.— 1 (lffcnfrinl I nff—trinl T/(` rinly Ph—i—i n.f1 Pnf A—i—ie r)fr I—fi— Cei—ir 35 MP3 Yes None 36 MP4 Yes None 37 M37 Yes NA None 38 M38 Yes' NA None 39 M39 Yes' NA None 40 M40 Yes' NA None 41 MP7 I Yes None 42 M42 Yes' NA None 43 M43 Yes' NA None 44 MP9 Yes None 45 M45 Yes' NA None 46 M46 Yes' NA None 47 MP8 Yes None 48 M48 Yes' NA None 49 M49 Yes' NA None Hot Rolled Steel Design Parameters I nhcl Ch— I cnnfhrinl I h—rw I K—rinl I rmmn fnnrinl1 rmmn hnfrinl1 -fnmii V— V77 rh P.—firm Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude Ib Ib-ft in rad Ib"sA2... No Data to Print ... Member Point Loads (BLC 1 : Self Weight) Mamhar I ahel nirartinn KAAnnitiirlarlh Ih-ffl I nrAtinnrin OM 1 MP7 Y -49.605 .235 2 MP7 Y -49.605 29.765 3 MP1 Y -45.2 0 4 MP1 Y -45.2 72 5 SP1 Y -101.4 21 6 MP1 Y -88.19 36 7 M P2 Y -91 36 8 MP1 Y -17.6 65 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 6 Company Trylon Nov 18, 2022 Designer '' AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 1 : Self Weight) (Continued) Mamhar I ahal nirartinn Mannitiiriarlh Ih-ftl I nratinnrin 0/,I 9 SP1 Y -32.8 6 10 MP8 Y -49.605 .235 11 MP8 Y -49.605 29.765 12 MP3 Y -45.2 0 13 MP3 Y -45.2 72 14 SP2 Y -101.4 21 15 MP3 Y -88.19 36 16 M P4 Y -91 36 17 MP3 Y -17.6 65 18 SP2 Y -32.8 6 19 MP9 Y -49.605 .235 20 MP9 Y -49.605 29.765 21 MP5 Y -45.2 0 22 MP5 Y -45.2 72 23 SP3 Y -101.4 21 24 MP5 Y -88.19 36 25 M P6 Y -91 36 26 MP5 Y -17.6 65 27 SP3 Y -32.8 6 Member Point Loads (BLC 4 : Wind Load 0 AZI) Memher LnhPI Direction Mannituderlh_lh-ftl Lncationrin_%1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 M P6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 7 Company Trylon Nov 18, 2022 Designer '' AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 4 : Wind Load 0 AZI) (Continued) Mamhar I nhal nirartinn Manniti,HPrlh Ih-ftl I nnntinnrin 0/,I 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 M P6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 5 : Wind Load 30 AZI) Mamhar I ahal nirartinn Mnnnifiirlarlh Ih-ffl I nrntinnrin 0/.1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 M P6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 8 Company Trylon Nov 18, 2022 '' Designer AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 5 : Wind Load 30 AZI) (Continued) Member Label Direction Maanituderlb.lb-ftl Locationfin.%1 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 M P6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 6: Wind Load 45 AZI) Member Label Direction Maonituderlb.lb-ftl Locationfin.%l 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 M P6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 9 Company Trylon Nov 18, 2022 Designer '' AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 6: Wind Load 45 AZI) (Continued) Mamhar I ahal nirnntinn Manniti,HPrlh Ih-ftl I nnntinnrin 0/1 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 M P6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 7 : Wind Load 60 AZI) Member Lahel Direction Maonituderlb.lb-ftl Locationrin.%1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 M P6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 10 Company Trylon Nov 18, 2022 Designer '' AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 7 : Wind Load 60 AZI) (Continued) Mamhar I ahal Dim.ntinn Mnnnitiirlarlh Ih-ftl I nratinnrin 0/1 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 M P6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 8 : Wind Load 90 AZI) Memher LnhPI Direction Mannituderlh_lh-ftl Locatinnrin_%1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 M P6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 11 Company Trylon Nov 18, 2022 Designer '' AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 8 : Wind Load 90 AZI) (Continued) Mamhar I nhal nirartinn Manniti,HPrlh Ih-ftl I nratinnrin 0/,I 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 M P6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 9 : Wind Load 120 AZI) Mamhar I ahPI nirnrtinn Mnnnifiirlarlh Ih-ffl I nrntinnrin 0/.1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 M P6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 12 Company Trylon Nov 18, 2022 '' Designer AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 9 : Wind Load 120 AZI) (Continued) Member Label Direction Maanituderlb.lb-ftl Locationfin.%1 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 M P6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 10 : Wind Load 135 AZI) Member Label Direction Maanituderlb.lb-ftl Locationfin.%1 1 M P7 Z 0 .235 2 M P7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 M P6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 13 Company Trylon Nov 18, 2022 Designer '' AM Job Number R'SA ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 10 : Wind Load 135 AZI) (Continued) Mamhar I ahal nirartinn Manniti,HPrlh Ih-ftl I nrntinnrin 0/,I 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 M P6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 11 : Wind Load 150 AZI) Member Label Direction Maonituderlb.lb-ftl Locationrin.%1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 M P6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 14 Company Trylon Nov 18, 2022 Designer '' AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 11 : Wind Load 150 AZI) (Continued) Memher I ahal Directinn Mnnnitiirlarlh Ih-ftl I nratinnrin 0/1 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 M P6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 15: Ice Wind Load 0 AZI) Memher Lahel Direction Mannituderlh_lh-ftl Locationrin_%1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 M P6 Z 0 36 26 MP5 Z 0 65 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 15 Company Trylon Nov 18, 2022 Designer '' AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 15 : Ice Wind Load 0 AZI) (Continued) Mamhar I ahal nirnntinn Manniti,HPrlh Ih-ftl I nnntinnrin 0/,I 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 M P6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 16: Ice Wind Load 30 AZI) Mamhar I ahal nirartinn Mnnniturtarlh Ih-ffl nratinnrin 0 1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 M P6 Z 0 36 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 16 Company Trylon Nov 18, 2022 Designer '' AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 16 : Ice Wind Load 30 AZI) (Continued) MamhPr I ahal nirnntinn Mnnnitiirlarlh Ih-ftl I nnntinnrin 0/1 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 M P6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 17: Ice Wind Load 45 AZI) Mamhar I nhal rlirertinn Mnnnitnriarlh Ih-ftl 1 nratinnrin 0/1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 17 Company Trylon Nov 18, 2022 Designer '' AM Job Number R'SA ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 17 : Ice Wind Load 45 AZI) (Continued) Mamhar I ahal nirnntinn Manniti,HPrlh Ih-ftl I nnntinnrin 0/,I 25 M P6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 M P6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 18: Ice Wind Load 60 AZI) Member Label Direction Maonituderlb.lb-ftl Locationrin.%1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 18 Company Trylon Nov 18, 2022 Designer '' AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 18: Ice Wind Load 60 AZI) (Continued) MamhPr I ahal nirartinn Mnnnitiirlarlh Ih-ftl I nnntinnrin 0/1 24 MP5 Z 0 36 25 MP6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 MP6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 19: Ice Wind Load 90 AZI) Memher LihPI Dirt -(-Jinn Mannituderlh_lh-ftl Locationrin_%1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 19 Company Trylon Nov 18, 2022 '' Designer AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 19 : Ice Wind Load 90 AZI) (Continued) Member Label Direction Maonituderlb.lb-ftl Locationrin.%1 23 SP3 Z 0 21 24 MP5 Z 0 36 25 MP6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 MP6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 20: Ice Wind Load 120 AZI) Member Label Direction Maonituderlb.lb-ftl Locationrin.%1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 21 MP5 Z 0 0 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 20 Company Trylon Nov 18, 2022 Designer '' AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 20 : Ice Wind Load 120 AZI) (Continued) MamhPr I ahal nirartinn Mannitiirlarlh Ih-ftl I nnntinnrin 0/1 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 MP6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 MP6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 21: Ice Wind Load 135 AZI) Mamhar I nhal rlirertinn Mnnnituriarlh Ih-ftl 1 nrntinnrin 0/1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 20 MP9 Z 0 29.765 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 21 Company Trylon Nov 18, 2022 Designer '' AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 21: Ice Wind Load 135 AZI) (Continued) Mamhar I ahal nirartinn Mannitiiriarlh Ih-ftl I nratinnrin 0/1 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 MP6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 M P9 X 0 .235 47 M P9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 MP6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 22: Ice Wind Load 150 AZI) Mamhar I ahal nirartinn Manniti iriarlh Ih-ftl 1 nrafinnrin 0/1 1 MP7 Z 0 .235 2 MP7 Z 0 29.765 3 MP1 Z 0 0 4 MP1 Z 0 72 5 SP1 Z 0 21 6 MP1 Z 0 36 7 M P2 Z 0 36 8 MP1 Z 0 65 9 SP1 Z 0 6 10 MP8 Z 0 .235 11 MP8 Z 0 29.765 12 MP3 Z 0 0 13 MP3 Z 0 72 14 SP2 Z 0 21 15 MP3 Z 0 36 16 M P4 Z 0 36 17 MP3 Z 0 65 18 SP2 Z 0 6 19 MP9 Z 0 .235 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 22 Company Trylon Nov 18, 2022 '' Designer AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 22 : Ice Wind Load 150 AZI) (Continued) Member Label Direction Maanituderlb.lb-ftl Locationfin.%1 20 MP9 Z 0 29.765 21 MP5 Z 0 0 22 MP5 Z 0 72 23 SP3 Z 0 21 24 MP5 Z 0 36 25 MP6 Z 0 36 26 MP5 Z 0 65 27 SP3 Z 0 6 28 MP7 X 0 .235 29 MP7 X 0 29.765 30 MP1 X 0 0 31 MP1 X 0 72 32 SP1 X 0 21 33 MP1 X 0 36 34 M P2 X 0 36 35 MP1 X 0 65 36 SP1 X 0 6 37 MP8 X 0 .235 38 MP8 X 0 29.765 39 MP3 X 0 0 40 MP3 X 0 72 41 SP2 X 0 21 42 MP3 X 0 36 43 M P4 X 0 36 44 MP3 X 0 65 45 SP2 X 0 6 46 MP9 X 0 .235 47 MP9 X 0 29.765 48 MP5 X 0 0 49 MP5 X 0 72 50 SP3 X 0 21 51 MP5 X 0 36 52 MP6 X 0 36 53 MP5 X 0 65 54 SP3 X 0 6 Member Point Loads (BLC 23: Seismic Load Z) Member Label Direction Maanituderlb.lb-ftl Locationfin.%1 1 MP7 Z -76.134 .235 2 MP7 Z -76.134 29.765 3 MP1 Z -69.373 0 4 MP1 Z -69.373 72 5 SP1 Z -155.629 21 6 MP1 Z -135.354 36 7 M P2 Z -139.667 36 8 MP1 Z -27.012 65 9 SP1 Z -50.341 6 10 MP8 Z -76.134 .235 11 MP8 Z -76.134 29.765 12 MP3 Z -69.373 0 13 MP3 Z -69.373 72 14 SP2 Z -155.629 21 15 MP3 Z -135.354 36 16 MP4 Z -139.667 36 17 MP3 Z -27.012 65 18 SP2 Z -50.341 6 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 23 Company Trylon Nov 18, 2022 '' Designer AM R'SA Job Number ed 20 Checked 207284 Checked By:_ A NEMETSCHEK COMPANY Model Name WA6272 Member Point Loads (BLC 23: Seismic Load Z) (Continued) Member Label Direction Maanituderlb.lb-ftl Locationrin.%1 19 M P9 Z -76.134 .235 20 M P9 Z -76.134 29.765 21 MP5 Z -69.373 0 22 MP5 Z -69.373 72 23 SP3 Z -155.629 21 24 MP5 Z -135.354 36 25 M P6 Z -139.667 36 26 MP5 Z -27.012 65 27 SP3 Z -50.341 6 Member Point Loads (BLC 24: Seismic Load X) Member Label Direction Maanituderlb.lb-ftl Locationlin.%l 1 MP7 X -76.134 .235 2 MP7 X -76.134 29.765 3 MP1 X -69.373 0 4 MP1 X -69.373 72 5 SP1 X -155.629 21 6 MP1 X -135.354 36 7 M P2 X -139.667 36 8 MP1 X -27.012 65 9 SP1 X -50.341 6 10 M P8 X -76.134 .235 11 M P8 X -76.134 29.765 12 MP3 X -69.373 0 13 MP3 X -69.373 72 14 SP2 X -155.629 21 15 MP3 X -135.354 36 16 MP4 X -139.667 36 17 MP3 X -27.012 65 18 SP2 X -50.341 6 19 M P9 X -76.134 .235 20 M P9 X -76.134 29.765 21 MP5 X -69.373 0 22 MP5 X -69.373 72 23 SP3 X -155.629 21 24 MP5 X -135.354 36 25 M P6 X -139.667 36 26 MP5 X -27.012 65 27 SP3 X -50.341 6 Member Distributed Loads Member Label Direction Start Ma nitude Ib/ft F s End Ma nitude Ib/ft F s Start Location in...End Location in ... No Data to Print ... Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Magnitudefpsfl No Data to Print ... RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 24 Company Trylon 11RISA Designer Job Number 20 207284 A NEMETSCHEK COMPANY Model Name WA6272 Nov 18, 2022 10:23 AM Checked By:_ Basic Load Cases RI C nccn rinfinn C.fcnnni X (,rwifv V (,rovihi 7 r,ravihi Ininf pninf nicfrihi if —I Arcs/RAc Ci irf—a(P 1 Self Weight DL -1 27 2 Structure Wind Z WLZ 3 Structure Wind X WLX 4 Wind Load 0 AZI WLZ 54 5 Wind Load 30 AZI None 54 6 Wind Load 45 AZI None 54 7 Wind Load 60 AZI None 54 8 Wind Load 90 AZI WLX 54 9 Wind Load 120 AZI None 54 10 Wind Load 135 AZI None 54 11 Wind Load 150 AZI None 54 12 Ice Weight 01-1 13 Ice Structure Wind Z 01-2 14 Ice Structure Wind X 01-3 15 Ice Wind Load 0 AZI 01-2 54 16 Ice Wind Load 30 AZI None 54 17 Ice Wind Load 45 AZI None 54 18 Ice Wind Load 60 AZI None 54 19 Ice Wind Load 90 AZI 01-3 54 20 Ice Wind Load 120 AZI None 54 21 Ice Wind Load 135 AZI None 54 22 Ice Wind Load 150 AZI None 54 23 Seismic Load Z ELZ -1.535 27 24 Seismic Load X ELX -1.535 27 Load Combinations r)n—rinfinn Cn D C RI RI (`r:— RI r`F.r RI (`r:— RI (`Fnr RI r`Fnr RI r`r:— RI r`Fnn RI r`F.n RI r`Fnn © 1 AZI ® ��-m®©iY©iYO�------------ m1.2DL+1WL270AZI ��-m®©-©���------------ ®1 • 90 AZI m 1 • ��-m�©iY©�m�------------ m 1 • :1 ��-m�©�©-��------------ RISA-31D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 25 IIRISCompany A Designer Job Number A NEMETSCHEK COMPANY Model Name Trylon Nov 18, 2022 AM 10:23 AM 207284 Checked By:_ WA6272 Load Combinations (Continued) Description So ... P... S... BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... 29 1 0.9DL + 1 WL 240 AZI Yes Y DL .9 2 -.5 3 .866 7 -1 30 0.91DL + 1 WL 270 AZI Yes Y DL .9 2 3 -1 8 -1 31 0.91DL + 1 WL 300 AZI Yes Y DL .9 2 .5 3 .866 9 -1 32 0.91DL + 1 WL 315 AZI Yes Y DL .9 2 .707 3 .707 10 -1 33 0.91DL + 1 WL 330 AZI Yes Y DL .9 2 •866 3 -.5 11 -1 34 1.21DL + 1 DU + 1 WLi 0 ... Yes Y DL 1.2 IOL11 1 13 1 14 15 1 35 1.21DL + 1 DU + 1 WLi 30... Yes Y DL 1.2 OL1 1 13 .866 14 .5 161 1 36 1.21DL + 1 DU + 1 WLi 45... Yes Y DL 1.2 OL1 1 13 .707 14 .707 17 1 37 1.21DL + 1 DU + 1 WLi 60... Yes Y DL 1.2 OL1 1 13 .5 114 .866 18 1 38 1.21DL + 1 DU + 1 WLi 90... Yes Y DL 1.2 OL1 1 13 14 1 19 1 39 1.21DL + 1 DU + 1 WLi 12... Yes Y DL 1.2 OL1 1 13 -.5 141.866 20 1 40 1.21DL+ 1DU+ 1WLi 13... Yes Y DL 1.2 OLII 1 13 .707 14 .707 21 1 41 1.21DL + 1 DU + 1 WLi 15... Yes Y DL 1.2 OL1 1 13 .866 14 .5 122 1 42 1.21DL + 1 DU + 1 WLi 18... Yes Y DL 1.2 OL1 1 13 -1 14 15 -1 43 1.21DL + 1 DU + 1 WLi 21... Yes Y IDL 1.2 OL1 1 13 .866 14 -.5 16 -1 44 1.21DL + 1 DU + 1 WLi 22... Yes Y DL 1.2 OL1 1 13 .707 14 .707 17 -1 45 1.21DL + 1 DU + 1 WLi 24... Yes Y DL 1.2 OL1 1 13 -.5 14 .866 18 -1 46 1.21DL + 1 DLi + 1 WLi 27... Yes Y DL 1.2 OL11 1 13 14 -1 19 -1 47 1.21DL + 1 DU + 1 WLi 30... Yes Y DL 1.2 OL1 1 13 1 .5 14 .866120 -1 48 1.21DL + 1 DU + 1 WLi 31... Yes Y DL 1.2 OL1 1 13 .707 14 .707 21 -1 49 1.21DL + 1 DU + 1 WLi 33... Yes Y iDL 1.2 OL1 1 13 .866 14 -.5 22 -1 50 (1.2+0.2Sds)DL + 1 E 0 ... Yes Y DL 1.4... 23 1 24 51 (1.2+0.2Sds)DL + 1 E 30.. Yes Y DL 1.4... 23 .866 24 .5 52 (1.2+0.2Sds)DL + 1 E 45.. Yes Y DL 1.4... 23 .707 24 .707 53 (1.2+0.2Sds)DL + 1 E 60.. Yes Y DL 1.4... 23 1 .5 124 .866 54 (1.2+0.2Sds)DL + 1 E 90.. Yes Y DL 1.4... 23 24 1 55 (1.2+0.2Sds)DL + 1 E 12.. Yes Y DL 1.4... 23 -.5 24 .866 56 (1.2+0.2Sds)DL + 1 E 13.. Yes Y DL 1.4... 23 .707 24 .707 57 (1.2+0.2Sds)DL + 1E 15.. Yes Y DL A... 23 .866 24 .5 58 (1.2+0.2Sds)DL + 1 E 18.. Yes Y DL 1.4... 23 -1 24 59 (1.2+0.2Sds)DL + 1 E 21.. Yes Y DL 1.4... 23 .866124 1 -.5 60 (1.2+0.2Sds)DL + 1 E 22.. Yes Y DL 1.4... 23 .707 24 .707 61 (1.2+0.2Sds)DL + 1 E 24.. Yes Y DL 1.4... 23 -.5 24 .866 62 (1.2+0.2Sds)DL + 1 E 27.. Yes Y DL 1.4... 23 24 -1 63 (1.2+0.2Sds)DL + 1 E 30.. Yes Y I IDL11.4... 23 .5 24 .866 64 (1.2+0.2Sds)DL + 1 E 31.. Yes Y DL 1.4... 23 .707 24 .707 65 (1.2+0.2Sds)DL + 1 E 33.. Yes Y DL 1.4... 231.866 124 -.5 66 (0.9-0.2Sds)DL + 1 E 0 A.. Yes Y D L .695 23 1 24 67 (0.9-0.2Sds)DL + 1 E 30 .. Yes Y DL .695 23 .866 24 .5 68 (0.9-0.2Sds)DL + 1 E 45.. Yes Y DL •695 23 .707 24 .707 69 (0.9-0.2Sds)DL + 1 E 60 .. Yes Y IDLI.695 23 .5 24 .866 70 (0.9-0.2Sds)DL + 1 E 90 .. Yes Y DL .695 23 24 1 71 (0.9-0.2Sds)DL + 1 E 12... Yes Y DL .695 23 -.5 24 .866 72 (0.9-0.2Sds)DL + 1 E 13... Yes Y DL •695 23 .707 24 .707 73 (0.9-0.2Sds)DL + 1 E 15... Yes Y DL .695 23 .866 24 1 .5 74 (0.9-0.2Sds)DL + 1 E 18... Yes Y DL .695 23 -1 24 75 (0.9-0.2Sds)DL + 1 E 21... Yes Y IDLI.695 23 .866 24 -.5 76 (0.9-0.2Sds)DL + 1 E 22... Yes Y DL .695 23 .707 24 .707 77 (0.9-0.2Sds)DL + 1 E 24... Yes Y DL .695 23 -.5 24 .866 78 (0.9-0.2Sds)DL + 1 E 27... Yes Y DL .695 23 24 -1 79 (0.9-0.2Sds)DL + 1 E 30... Yes Y DL .695 23 .5 24 .866 80 (0.9-0.2Sds)DL + 1 E 31... Yes Y DL •695 231.707 124 .707 81 (0.9-0.2Sds)DL + 1 E 33... Yes Y I IDLI.695 23 .866 24 -.5 82 1.2DL + 1.5Lm + 1 Wm 0.. Yes Y DL 1.2 25 1.5 2 .094 3 4 .094 83 1.2DL + 1.5Lm + 1 Wm 3.. Yes Y DL 1.2 25 1.5 2 .081 3 .047 5 .094 84 1.2DL + 1.5Lm + 1 Wm 4.. Yes Y DL 1.2 25 1.5 2 .066 3 .066 g .094 85 1.2DL + 1.5Lm + 1 Wm 6.. Yes Y DL 1.2 25 1.5 2 .047 3 1 .081 I - .094 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA_TNX\WA6272_loaded.r3d] Page 26 IIRISCompany A Designer Job Number A NEMETSCHEK COMPANY Model Name Trylon Nov 18, 2022 AM 10:23 AM 207284 Checked By:_ WA6272 Load Combinations (Continued) Description So ... P... S... BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... 86 11.2DL + 1.5Lm + 1Wm 9.. Yes Y DL 1.2 25 1.5 2 3 .094 8 .094 87 1.21DL + 1.5Lm + 1Wm 1..Yes Y DL 1.2 25 1.5 2 .047 3 .081 g .094 88 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 25 1.5 2 .066 3 .066 10 .094 89 1.21DL + 1.5Lm + 1Wm 1... Yes Y DL 1.2 25 1.5 2 .081 3 .047 11 .094 90 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 25 1.5 2 .094 3 4 .094 91 1.21DL + 1.5Lm + 1Wm 2.. Yes Y I IDLI1.2 25 1.5 2 .081 3 .047 5 .094 92 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 25 1.5 2 .066 3 .066 6 .094 93 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 25 1.5 1 2 .047 3 .081 7 .094 94 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 25 1.51 2 3 .094 8 .094 95 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 25 1.5 2 .047 3 .081 g .094 96 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 25 1.5 2 .066 3 .066 10 .094 97 1.21DL + 1.5Lm + 1Wm 3..Yes Y DL 1.2 25 1.5 2 .081 3 .047 11 .094 98 1.21DL + 1.5Lm + 1Wm 0.. Yes Y DL 1.2 26 1.5 2 1.094 3 1 1 4 .094 99 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 26 1.5 2 .081 3 .047 5 .094 100 1.21DL + 1.5Lm + 1Wm 4.. Yes Y DL 1.2 26 1.5 2 .066 3 .066 6 .094 101 1.21DL + 1.5Lm + 1Wm 6.. Yes Y DL 1.2 26 1.5 2 .047 3 .081 7 .094 102 1.21DL + 1.5Lm + 1Wm 9.. Yes Y DL 1.2 26 1.5 2 3 .094 8 .094 103 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 26 1.5 2 .047 3 .081 g .094 104 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 26 1.5 2 .0661 3 1.066 10 .094 105 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 26 1.5 2 .081 3 .047 11 .094 106 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 26 1.5 2 .094 3 4 .094 107 1.21DL + 1.5Lm + 1Wm 2..Yes Y IDL 1.2 26 1.5 2 .081 3 .047 5 .094 108 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 26 1.5 2 .066 3 .066 6 .094 109 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 26 1.5 1 2 r.047 3 .081 7 .094 110 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 26 1.5 2 1 3 .094 8 .094 111 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 26 1.5 2 1.047 3 .081 g .094 112 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 26 1.5 2 .066 3 .066 10,094 113 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 26 1.5 2 .081 3 .047 11 .094 114 1.21DL + 1.5Lm + 1Wm 0.. Yes Y DL 1.2 27 1.5 2 .094 3 4 .094 115 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 27 1.5 2 .081 3 .047 5 .094 116 1.21DL + 1.5Lm + 1Wm 4.. Yes Y DL 1.2 27 1.5 2 .066 3 1.066 1 6 .094 117 1.21DL + 1.5Lm + 1Wm 6.. Yes Y DL 1.2 27 1.5 1 2 .047 3 .081 7 .094 118 1.21DL + 1.5Lm + 1Wm 9.. Yes Y DL 1.2 27 1.51 2 3 .094 8 .094 119 1.21DL + 1.5Lm + 1Wm 1.. Yes Y I IDLI1.2 27 1.5 2 .047 3 .081 g .094 120 1.21DL + 1.5Lm + 1Wm 1.. Yes Y IDL 1.2 27 1.5 2 .066 3 .066 10 .094 121 1.21DL + 1.5Lm + 1Wm 1.. Yes Y IDL 1.2 27 1.5 2 .081 3 .047 11 .094 122 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 27 1.5 2 .094 3 4 .094 123 1.21DL + 1.5Lm + 1 Wm 2.. Yes Y DL 1.2 27 1.5 2 .081 3 r.047 5 .094 124 1.21DL + 1.5Lm + 1 Wm 2.. Yes Y DL 1.2 27 1.5 2 .066 3 .066 6 .094 125 1.21DL + 1.5Lm + 1 Wm 2.. Yes Y DL 1.2 27 1.5 2 .047 3 .081 7 .094 126 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 27 1.5 2 3 .094 $ .094 127 1.21DL + 1.5Lm + 1Wm 3..Yes Y IDL 1.2 27 1.5 1 2 .047 3 .081 g .094 128 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 27 1.5 2 .066 3 .066 10,094 129 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 27 1.51 2 1.081 3 .047 11 r.0941 130 1.21DL + 1.5Lm + 1Wm 0.. Yes Y DL 1.2 28 1.5 2 .094 3 4 .094 131 1.21DL + 1.5Lm + 1Wm 3..Yes Y DL 1.2 28 1.5 2 .081 3 .047 5 .094 132 1.21DL + 1.5Lm + 1Wm 4.. Yes Y DL 1.2 28 1.5 2 .066 3 .066 6 .094 133 1.21DL + 1.5Lm + 1Wm 6.. Yes Y DL 1.2 28 1.5 2 .047 1 3 .081 7 .094 134 1.21DL + 1.5Lm + 1Wm 9.. Yes Y DL 1.2 28 1.5 2 3 .094 8 .094 135 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 28 1.5 2 .047 3 .081 g .094 136 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 28 1.5 2 .066 3 .066 10 .094 137 1.21DL + 1.5Lm + 1Wm 1..Yes Y DL 1.2 28 1.5 2 .081 3 .047 11 .094 138 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 28 1.5 2 .094 3 4 .094 139 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 28 1.5 2 .081 3 .047 5 .094 140 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 28 1.5 2 .066 3 .066 6 .094 141 1.2DL + 1.5Lm + 1Wm 2..Yes Y DL 1.2 28 1.5 2 .0473 .081 7 .094 142 1.2DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 28 1.5 2 3 .094 8 .094 RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\... \MAs\AT&T\WA6272\RISA_TNX\WA6272_loaded.r3d] Page 27 IIRISCompany A Designer Job Number A NEMETSCHEK COMPANY Model Name Trylon Nov 18, 2022 AM 10:23 AM 207284 Checked By:_ WA6272 Load Combinations (Continued) Description So ... P... S... BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... 143 11.21DL + 1.5Lm + 1Wm 3... Yes Y DL 1.2 28 1.5 2 .047 3 .081 g .094 144 1.21DL + 1.5Lm + 1 Wm 3.. Yes Y DL 1.2 28 1.5 2 .066 3 .066 10,094 145 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 28 1.5 2 .081 3 .047 11 .094 146 1.21DL + 1.5Lm + 1Wm 0.. Yes Y DL 1.2 29 1.5 2 .094 3 4 .094 147 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 29 1.5 2 .081 3 .047 5 .094 148 1.21DL + 1.5Lm + 1Wm 4.. Yes Y DL 1.2 29 1.5 2 .066 3 .066 6 .094 149 1.21DL + 1.5Lm + 1Wm 6.. Yes Y DL 1.2 29 1.5 1 2 .047 3 1.081 7 .094 150 1.21DL + 1.5Lm + 1Wm 9.. Yes Y DL 1.2 29 1.5 2 3 .094 8 .094 151 1.21DL + 1.5Lm + 1Wm 1..Yes Y DL 1.2 29 1.5 2 .047 3 .081 g .094 152 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 29 1.5 2 .066 3 .066 10 .094 153 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 29 1.5 2 .081 3 .047111 .094 154 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 29 1.5 2 .094 3 4 .094 155 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 29 1.5 2 .081 3 .047 5 .094 156 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 29 1.5 2 .066 3 .066 6 .094 157 1.21DL + 1.5Lm + 1Wm 2..Yes Y IDL 1.2 29 1.5 2 .047 3 .081 7 .094 158 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 29 1.5 2 3 .094 8 .094 159 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 29 1.5 2 .047 3 .081 g .094 160 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 29 1.5 2 .066 3 .066 10,094 161 1.21DL + 1.5Lm + 1Wm 3..Yes Y DL 1.2 29 1.5 2 .081 3 .047 11 .094 162 1.21DL + 1.5Lm + 1Wm 0.. Yes Y DL 1.2 30 1.5 2 .094 3 4 .094 163 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 30 1.5 2 .081 3 .047 5 .094 164 1.21DL + 1.5Lm + 1Wm 4.. Yes Y DL 1.2 30 1.5 2 .066 3 .066 6 .094 165 1.21DL + 1.5Lm + 1Wm 6.. Yes Y IDLI 1.2 30 1.5 2 1.047 3 .081 7 .094 166 1.21DL + 1.5Lm + 1Wm 9.. Yes Y DL 1.2 30 1.5 2 1 3 .094 8 .094 167 1.21DL + 1.5Lm + 1Wm 1..Yes Y DL 1.2 30 1.5 2 .047 3 .081 g .094 168 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 30 1.5 2 .066 3 .066 10 .094 169 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 30 1.5 2 .081 3 .047 11 .094 170 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 30 1.5 2 .094 3 4 .094 171 1.21DL + 1.5Lm + 1Wm 2..Yes Y DL 1.2 30 1.5 2 .081 3 .047 5 .094 172 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 30 1.5 2 .066 3 .066 6 .094 173 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 30 1.5 2 .047 3 .081 7 .094 174 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 30 1.5 2 3 .094 8 .094 175 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 30 1.5 1 2 1.047 3 r.081 g r.0941 176 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 30 1.5 2 1.066 3 .066 10,094 177 1.21DL + 1.5Lm + 1Wm 3..Yes Y I IDLI1.2 30 1.5 2 1.081 3 .047 11 .094 178 1.21DL + 1.5Lm + 1Wm 0.. Yes Y DLI 1.2 31 1.5 2 .094 3 4 .094 179 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 31 1.5 2 .081 3 .047 5 .094 180 1.21DL + 1.5Lm + 1Wm 4.. Yes Y DL 1.2 31 1.5 2 .066 3 .066 6 .094 181 1.21DL + 1.5Lm + 1Wm 6..Yes Y DL 1.2 31 1.5 2 .047 3 .081 7 .094 182 1.21DL + 1.5Lm + 1Wm 9.. Yes Y DL 1.2 31 1.5 2 3 1.094 8 .094 183 11.21DL + 1.5Lm + 1Wm 1.. Yes Y I IDL 1.2 31 1.5 2 .047 3 .081 g .094 184 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 31 1.5 2 .066 3 .066 10 .094 185 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 31 1.5 2 .081 3 .047 11 .094 186 1.21DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 31 1.5 2 .094 3 4 .094 187 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 31 1.5 1 2 .081 3 .047 5 .094 188 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 31 1.5 2 .066 3 .066 6 .094 189 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 31 1.5 2 .047 3 .081 7 .094 190 1.21DL + 1.5Lm + 1Wm 2.. Yes Y DLI 1.2 31 1.5 2 3 .094 8 .094 191 1.21DL + 1.5Lm + 1Wm 3..Yes Y I IDLI1.2 31 1.5 2 1.047 3 .081 g .094 192 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 31 1.5 2 1.066 3 .066 10 .094 193 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 31 1.5 2 1.081 3 .047 11 r.094 194 1.21DL + 1.5Lm + 1Wm 0.. Yes Y DL 1.2 32 1.5 2 .094 3 4 .094 195 1.21DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 32 1.5 2 .081 3 .047 5 .094 196 1.21DL + 1.5Lm + 1Wm 4.. Yes Y DL 1.2 32 1.5 2 .066 3 .066 6 .094 197 1.21DL + 1.5Lm + 1Wm 6.. Yes Y I DL 1.2 32 1.5 2 .047 3 .081 7 .094 198 1.21DL + 1.5Lm + 1Wm 9..IYesj Y I I DLI 1.2 32 1.5 2 3 .094 8 .094 199 11.2DL + 1.5Lm + 1Wm l..I.Yesl YI IDLI1.2 32 11.5 2 r.0471 3 .0811 g 1.094 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA_TNX\WA6272_loaded.r3d] Page 28 Company Trylon 11RISA Designer Job Number 20 207284 A NEMETSCHEK COMPANY Model Name WA6272 Nov 18, 2022 10:23 AM Checked By:_ Load Combinations (Continued) nl ,intinn Cn P C RI (`F.r RI CFnr RI f-p- RI (-Pnn RI (`Pnn RI ('Fnr RI f Fnr RI (`Fnr RI (`Fnr RI CF.r 200 1.2DL + 1.5Lm + 1Wm 1... Yes Y DL 1.2 32 1.5 2 .066 3 .066 10 .094 201 1.2DL + 1.5Lm + 1Wm 1... Yes Y DL 1.2 32 1.5 2 .081 3 .047 11 .094 202 1.2DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 32 1.5 2 .094 3 4 .094 203 1.2DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 32 1.5 2 .081 3 .047 5 .094 204 1.2DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 32 1.5 2 .066 3 .066 6 .094 205 1.2DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 32 1.5 2 .047 3 .081 7 .094 206 1.2DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 32 1.5 2 3 .094 $ r.0941 207 1.2DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 32 1.5 2 .047 3 .081 g .094 208 1.2DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 32 1.5 2 .066 3 .066 10,094 209 1.2DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 32 1.5 2 .081 3 .047 11 .094 210 1.2DL + 1.5Lm + 1Wm 0.. Yes Y DL 1.2 33 1.5 2 .094 3 4 .094 211 1.2DL + 1.5Lm + 1Wm 3..Yes Y DL 1.2 33 1.5 2 1.081 3 1.047, 5 .094 212 1.2DL + 1.5Lm + 1Wm 4.. Yes Y I IDLI1.2 33 1.5 2 1.066 3 .066 6 .094 213 1.2DL + 1.5Lm + 1 Wm 6.. Yes Y I I QL1 1.2 33 1.5 2 1.047 3 .081 7 .094 214 1.2DL + 1.5Lm + 1Wm 9.. Yes Y DLI 1.2 33 1.5 2 3 .094 8 .094 215 1.2DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 33 1.5 2 .047 3 .081 g .094 216 1.2DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 33 1.5 2 .066 3 .066 10 .094 217 1.2DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 3311.5 1 2 .081 3 1.047111 .094 218 1.2DL + 1.5Lm + 1Wm 1.. Yes Y DL 1.2 33 1.5 2 .094 3 4 .094 219 1.2DL + 1.5Lm + 1Wm 2.. Yes Y I iDL 1.2 33 1.5 2 .081 3 .047 5 r.0941 220 1.2DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 33 1.5 2 .066 3 .066 g .094 221 1.2DL + 1.5Lm + 1Wm 2..Yes Y DL 1.2 33 1.5 2 .047 3 .081 7 .094 222 1.2DL + 1.5Lm + 1Wm 2.. Yes Y DL 1.2 33 1.5 2 3 .094 8 .094 223 1.2DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 33 1.5 2 .047 1 3 .081 g .094 224 11.2DL + 1.5Lm + 1Wm 3.. Yes Y DL 1.2 33 1.5 2 .066 3 .066 10,094 225 11.2DL + 1.5Lm + 1Wm 3..I.Yesl Y DL 1.2 33 1.5 2 .0811 3 r.047 11 r.0941 Envelope Joint Reactions _Inint X phi I r v rlhl I r 7 rlhl I r KAY rih-ftl I r KAv rlh-ftl I r KA7 rih-ftl I (: 1 N 1 max 3125.792 70 2860.962 58 3125.974 66 18139.814 50 .095 55 18132.936 62 2 min -3125.792 78 1416.299 66 -3125.974 74 -18130.412 58 -.082 79 -18135.145 54 3 Totals: max 3125.792 70 2860.962 58 3125.974 66 4 min -3125.792 78 1416.299 66 -3125.974 74 Envelope AISC 15th(360-16): LRFD Steel Code Checks Momhor S2h�no (:nr10 (thorlr I n rinl I (T Choor (T I n 1 (T nhi* nhi* nhi* nhi* Fnn 1 M1 HSS7.... .546 156 50 .056 156 58 1830.. 1871..133705 33705 1 H1 2 SP3 PIPE_... .365 38.938 64 .176 3.... 61 2774.. 32130 1871.. 1871..... H1 3 SP1 PIPE_... .364 38.938 58 .176 3.... 55 2774.. 32130 1871.. 1871..... H1 4 SP2 PIPE_... .364 38.938 53 .176 3.... 50 2774.. 32130 1871.. 1871..... H1 5 M27 PIPE_... .189 15 60 .118 15 61 2981.. 32130 1871.. 1871..... H1 6 M5 PIPE_... .188 15 50 .118 15 50 2981.. 32130 1871.. 1871..... H1 7 M16 PIPE_... .188 15 55 .118 15 55 2981..321301871..1871.....H1 8 MP1 PIPE_... .169 39 50 .044 39 65 2086.. 32130 1871.. 1871..... H1 9 MP5 PIPE_... .168 39 54 .044 39 54 2086.. 32130 1871.. 1871..... H1 10 MP3 PIPE_... .166 39 62 .044 39 59 2086.. 32130 1871.. 1871..... H1-.. 11 M6 PIPE_... .141 15 59 .056 15 59 2981.. 32130 1871.. 1871..... H1 12 M28 PIPE_... .141 15 54 .056 15 54 2981.. 32130 1871.. 1871..... H1 13 M17 PIPE_... .141 15 65 .056 15 64 2981..321301871..1871.....H1 14 MP2 PIPE_... .049 39 50 .029 39 59 2086.. 32130 1871.. 1871..... H1 15 MP4 PIPE_... .048 39 62 .029 39 54 2086.. 32130 1871.. 1871..... H1 16 MP6 PIPE_... .044 39 54 .029 39 65 2086.. 32130 1871.. 1871..... H1 17 MP9 PIPE_... .031 8.75 50 .008 P.751 62 2981.. 32130 1871.. 1871..... H1-... 18 I MP8 PIPE_... 1 .031 1 8.75 1 50 1 .008 0.751 1 62 12981..132130 1871.. 1871..... H1-.. RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA_TNX\WA6272_loaded.r3d] Page 29 Company Trylon Nov 18, 2022 IIRISA Designer AM 10:23 AM Job Number 207284 Checked By:_ Model Name WA6272 Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued) Member Sha e Code Check Loc in LC Shear C... Lo...... LC hi*... hi*... hi*... hi*...... E n 19 1 MP7 PIPE_... .031 8.75 50 1 .008 0.751 1 62 2981.. 32130 1871.. 1871..... I H1 RISA-3D Version 17.0.4[CA ... \... \... \... \... \... \... \MAs\AT&T\WA6272\RISA TNX\WA6272 loaded.r3d] Page 30 ASCE ASCE 7 Hazards Report AMERICAN SOCIM OF CIVIL ENGINEERS Address: Standard: ASCE/SE17-16 Latitude: 47.778222 No Address at This Location Risk Category: II Longitude:-122.361864 Soil Class: D - Default (see Elevation: 388.43 ft (NAVD 88) Section 11.4.3) Wind Results: Wind Speed 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Fri Nov 18 2022 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. https://asce7hazardtoo1.onIine/ Page 1 of 3 Fri Nov 18 2022 E® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: SS 1.279 Sp, N/A S, 0.448 T L 6 Fa 1.2 PGA: 0.542 Fv N/A PGA M : 0.65 S MS 1.535 F PGA 1.2 SM1 N/A le 1 SIDS : 1.023 CV 1.356 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Fri Nov 18 2022 Date Source: USGS Seismic Design Maps hftps:Hasce7hazardtool.online/ Page 2 of 3 Fri Nov 18 2022 ASCE® AMERICAN SOCIM OF CIVIL ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature Gust Speed Data Source: Date Accessed: 1.00 in. 25 F 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Fri Nov 18 2022 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. 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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. https://asce7hazardtool.online/ Page 3 of 3 Fri Nov 18 2022