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ESo-6 <br />Cavido Consulting Group <br />Seismic Weights <br />Seismic Use Group = it From Table 1.5-1 <br />Site Classification= D <br />Geonuh Report ProNded= No <br />"BY INSPECTION, SEISMIC LOAD <br />Se= <br />1.228 <br />F, = 1.200 (Teas fiA-p <br />GOVERNS OVER WIND LOAD DUE <br />TO MINIMAL WIND AREA ON THE <br />S, = <br />0,436 <br />F,= 1.864 (Table 11,4-1) <br />STAIR S AN D HIG H S EIS MIC LOA D S <br />`ws= <br />0.962=0.67•F,'S, <br />(11.41&11.J) <br />DUE TO CONCRETE TREADS AND <br />SDI= <br />0.542 <br />=0.6T'F,'Si <br />(11.4-2&11Ap <br />LANDINGS A/C =1.5" <br />Building Height, h„= <br />17.28 <br />Building period! Coefficients , CT= <br />OA20 <br />x=0.750 <br />par Table 12&2 <br />Approx. Fundamental Period T= <br />0.169 <br />=Crab jp's <br />(12.8-7) <br />Response Spectrum, S,= <br />0.9824 <br />(ifA5&H.") <br />Response Modification Factor, R= <br />1.5 <br />Occupancy importance Factor, l= <br />1.0 <br />per TeWe 1.52 <br />Seismic Design Cetergory= <br />D <br />-11.6 <br />Redundancy Factor, IF= Calculation <br />Required <br />Calculated Redundancy Factor, p= <br />1.3 <br />NON -BUILDING <br />Seismic Response Coefficient <br />CONCENTRIC BRACED <br />C.=SDeRd= <br />0.655 <br />(128-2) <br />FRAME PER ASCE7-10 <br />C,,e.,=SofT(RID= <br />2.13E <br />(lzsa) <br />CHAPTER 15 <br />Seismic Base Shear <br />C., MIN = 0.O44Sge.l = <br />C. _ <br />Seismic Base Sheer, V = <br />W= <br />V= <br />V ,n `o.TpV= <br />Vertical Distribution of Seismic Forces <br />k= <br />0.043 <br />(1285) <br />1.3'0.655 = 0.8515 <br />0.655 <br />(Cs USED ON KEY PLAN FOR <br />LDAD DETERMINATION <br />0.05 W <br />(12&1) <br />11.5 kips <br />TOTAL STRIA WEIGHT <br />7.0 kips <br />6.85 kips <br />12.8.3 <br />Story <br />Total <br />try <br />Story <br />Story <br />Floor <br />Height <br />Heightrsio <br />gm <br />ForceShear <br />IllH , <br />wM1Flr" <br />Fi <br />Vfl <br />Oft)kips <br />k-fl <br />(kips) <br />(kips) <br />Roof <br />17.20 <br />17.20 <br />5.3 <br />00.3 <br />6.85 <br />6.85 <br />Base <br />000 <br />0.00 <br />(1 <br />0.0 <br />0.00 <br />6.85 <br />Sum= 90.3 <br />Upper Stair bMiro I CeAgn-Sersmic5tory5Mer c1tS,rM,NM 15-eaaD31 <br />