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Project#: 2130U0083 Date: 3/23/2021 <br /> Site: Glenwood By: APB <br /> Wind/Seismic Comparison <br /> E: 29000 ksi <br /> Appurtenance weight at top third 3.6 kip <br /> Total Structure Weight 10.5 kip <br /> Structure Height 113.2 ft <br /> WL 6.9 <br /> MOI at Top 1882.92 in^4 <br /> MOI at bot 6659.62 in^4 <br /> lavg 4271.27 in^4 <br /> g 387.6 in/sec^2 <br /> f1 4.60891E-06 <br /> Ss 1.347 <br /> Si 0.477 <br /> SDS 1.078 <br /> SD1 0.58 <br /> Importance Factor 1 <br /> R 1.5 <br /> Fa 1.2 <br /> Fv 1.82 <br /> Ct 0.028 <br /> X 0.8 <br /> Ta 1.230935148 <br /> Ts 0.538033395 <br /> To 0.107606679 <br /> TL 6 ASCE 7-16 Figure 22-14 <br /> Sa 0.47118648 <br /> Vs-min 1.87122E-05 <br /> Vs-min 3.298305362 <br /> Total Seismic Base Shear 3298.305362 lbs <br /> Total Wind Base Shear 12000 lbs <br /> Wind Controls <br /> Core One Consulting <br /> C O R E D NI E Ph 805-21 <br /> • one: (778) 805-2166 <br /> C O N S U i ! I N C U S A 2 W I c www.coreoneconsulting.com <br />