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Project: <br />Project No: <br />By: <br />Date:Revision:Page: <br />75 <br />SEISMIC vs. WIND BASE SHEAR COMPARISON: <br />CYPRESS FIRE STATION <br />23005.10 <br />JS/CHP <br />- FROM SEC. 1.5, SEISMIC BASE SHEAR, Vs = 16 kips <br />- PER APP. CD OF ASCE 7-16, BUILDINGS WITH FLEXIBLE DIAPHRAGMS ARE EXEMPT OF THE <br /> TORSIONAL LOAD CASES 2 & 4 AS DEFINED IN FIGURE 27.3-8. <br /> FROM SEC. 1.6, TOTAL WIND DEMAND IS THE MAX OF LC 1 OR 3. <br /> THEREFORE V = MAX(21.7 kips, 10.2 kips) = 21.7 kips <br /> THEREFORE WIND BASE SHEAR, Vw = 21.7 kips / 2 = 10.85 kips <br />- Vs > Vw, THEREFORE SEISMIC BASE SHEAR GOVERNS DESIGN