2520 MADISON ST DISH WIRELESS 2025-08-08

'Site Number: 83177 Code:ANSI/TIA-222-H ©2007-2021 byATCIPtic. All rights reserved. Site Name: PORT GARDNER,WA Engineering Number:13661993_C3_01 4/8/2021 2:55:39 PM Customer: VERIZON WIRELESS Equivalent Lateral Forces Method Analysis Spectral Response Acceleration for Short Period(S s): 1.30 Spectral Response Acceleration at 1.0 Second Period(S 1): 0.46 Long-Period Transition Period(T L): 6 Importance Factor(I E): 1.00 Site Coefficient F a: 1.20 Site Coeffiecient F „: 1.84 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S ds): 1.04 Design Spectral Response Acceleration at 1.0 Second Period(S ,): d 0.56 Seismic Response Coefficient(C s): 0.28 Upper Limit C s 0.28 Lower Limit C s 0.05 Period based on Rayleigh Method(sec): 1.34 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.42 Total Unfactored Dead Load: 22.04 k Seismic Base Shear(E): 8.02 k Load Case 1.2D+ 1.0Ev+ 1.0Eh Seismic Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (Ib) (lb-ft) C„x (Ib) (Ib) 30 115.25 25 21 0.003 22 35 29 112.50 256 212 0.027 216 361 28 107.50 269 209 0.027 213 379 27 103.04 220 161 0.020 164 310 26 100.54 133 94 0.012 96 188 25 98.88 281 193 0.025 197 396 24 96.38 209 138 0.018 141 294 23 92.50 393 246 0.031 251 553 22 87.50 436 252 0.032 257 614 21 82.50 453 241 0.031 246 638 20 77.50 471 229 0.029 234 663 19 72.50 488 216 0.027 220 687 18 67.50 510 204 0.026 208 718 17 62.50 527 189 0.024 193 742 16 59.00 242 80 0.010 82 341 15 57.00 245 77 0.010 79 345 14 55.50 124 37 0.005 38 174 13 54.00 250 73 0.009 74 352 12 51.50 748 204 0.026 208 1,054 11 49.04 485 123 0.016 126 683 10 46.54 475 112 0.014 114 669 9 42.50 788 163 0.021 166 1,109 8 37.50 810 140 0.018 143 1,140 7 32.50 832 118 0.015 120 1,171 6 27.50 853 95 0.012 97 1,201 Page: 13