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ASSET: 83177, PORT GARDNER CODE: ANSI/TIA-222-H <br /> ' CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13773495 C3 03 <br /> EQUIVALENT LATERAL FORCES METHOD ANALYSIS <br /> (Based on ASCE7-16 Chapters 11, 12 and 15) <br /> Spectral Response Acceleration for Short Period(Ss): 1.299 <br /> Spectral Response Acceleration at 1.0 Second Period(Si): 0.460 <br /> Long-Period Transition Period(TL-Seconds): 6 <br /> Importance Factor(le): 1.000 <br /> Site Coefficient Fa 1.200 <br /> Site Coefficient F,,: 1.840 <br /> Response Modification Coefficient(R): 1.500 <br /> Design Spectral Response Acceleration at Short Period(Sds): 1.039 <br /> Design Spectral Response Acceleration at 1.0 Second Period(Sd1): 0.564 <br /> Seismic Response Coefficient(Cs): 0.166 <br /> Upper Limit Cs: 0.166 <br /> Lower Limit Cs: 0.046 <br /> Period based on Rayleigh Method(sec): 2.270 <br /> Redundancy Factor(p): 1.000 <br /> Seismic Force Distribution Exponent(k): 1.890 <br /> Total Unfactored Dead Load: 29.320 k <br /> Seismic Base Shear(E): 4.850 k <br /> 1.2D+1.0Ev+1.0Eh Normal Seismic <br /> Height <br /> Above Horizontal Vertical <br /> Base Weight W, Force Force <br /> Segment (ft) (lb) (lb-ft) C„x (Ib) (Ib) <br /> 37 135.25 39 412 0.003 17 55 <br /> 36 133.5 236 2,411 0.020 97 332 <br /> 35 131 162 1,597 0.013 64 228 <br /> 34 127.5 405 3,795 0.032 153 570 <br /> 33 122.5 405 3,519 0.029 142 570 <br /> 32 118.5 243 1,983 0.016 80 342 <br /> 31 116.25 133 1,045 0.009 42 187 <br /> 30 115.25 26 202 0.002 8 37 <br /> 29 112.5 268 1,981 0.016 80 377 <br /> 28 107.5 281 1,908 0.016 77 396 <br /> 27 103.0417 229 1,437 0.012 58 323 <br /> 26 100.5417 136 812 0.007 33 191 <br /> 25 98.875 286 1,661 0.014 67 403 <br /> 24 96.375 215 1,189 0.010 48 303 <br /> 23 92.5 405 2,069 0.017 83 570 <br /> 22 87.5 437 2,015 0.017 81 616 <br /> 21 82.5 455 1,875 0.016 76 640 <br /> 20 77.5 472 1,730 0.014 70 665 <br /> 19 72.5 490 1,582 0.013 64 690 <br /> 18 67.5 511 1,444 0.012 58 720 <br /> 17 62.5 529 1,291 0.011 52 745 <br /> 16 59 228 499 0.004 20 321 <br /> 15 57 231 473 0.004 19 325 <br /> 14 55.5 117 228 0.002 9 164 <br /> 13 54 236 436 0.004 18 332 <br /> 12 51.5 727 1,231 0.010 50 1,023 <br /> 11 49.0417 472 729 0.006 29 664 <br /> 10 46.5417 453 634 0.005 26 638 <br /> 9 42.5 752 887 0.007 36 1,059 <br /> 8 37.5 774 721 0.006 29 1,089 <br /> 7 32.5 796 566 0.005 23 1,120 <br /> 6 27.5 817 424 0.004 17 1,151 <br /> 5 22.5 839 298 0.002 12 1,182 <br /> 4 17.5 861 190 0.002 8 1,212 <br /> ©2007-2020 byATC LLC.All rights reserved. Page 8 of 13 Model Id:72842 Scenario Id:205448 3/18/2022 11:05:42 <br />