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So. 1.3586 in= 1.636 = 1.087& <br />Sr= 0.4919 he -& or' 0.5759 <br />Input DNa: (ASCE 7�10 Table E28 2) <br />Ct=-0,02, x=0.)s ASCE <br />0=So i]-10 Tabk11 <br />IASRJ 101234) <br />mimportance ] <br />Total Oulli Weigh: 4 kips <br />lure <br />WMamen\al Period, T.= CF • (ASCE)a0 Eq. 12&)1 <br />To = 0 02(SA5) ^ 115 = 0185 <br />T 5 T,, therefore, eismic response coefficient, C. = So, / (9/1) <br />Total Saw Shear, V=C.W Cs=]odgli.511). O.1G7 <br />(AWE ]-]o Fq. 12.811 <br />V =(0.16]a)=0.66 Nips <br />atloreal <br />[m, <br />x Ik)eFI, <br />X. <br />Aorvwel6Fl lk) <br />h <br />N'r x9,5 <br />2 <br />13.336]B <br />0.352955 <br />D6]195 <br />300 <br />24R4932 <br />061ID0.5 <br />043 <br />r7= <br />2�rv_nens <br />+^F (Ei 12.&11/12) <br />where :=CvrV C>...--to&' <br />More: the heights listed u4thin Table 2 are measured from the uppermost level of concrete <br />