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I • <br /> Vert. Distribution of Seismic Forces for the Equiv. Lateral Force Procedure <br /> Per IBC 2018 &ASCE 7-16 <br /> Structure: Waterline TI <br /> Seismic Parameters <br /> IE: 1.00 per ASCE Table 1.5-2 <br /> Sips(g-sec): 0.94 per ASCE 11.4.4 <br /> Period(Sec): 0.11 per ASCE 12.8.2.1 <br /> k: 1.00 per ASCE 12.8.3 <br /> Vertical Distribution of Seismic Forces per ASCE 12.8.3 <br /> Fx= CvxV per ASCE Eq. 12.8-11 <br /> Cox= (wxhxk)/(Swihik)per ASCE Eq. 12.8-12 <br /> Level I hx(ft) wx(k) %of Wtotai I wx*hxk Cvx(%) Fx(k) Vx(k) <br /> Mezzanine 10.00 52.62 100.0% 526.2 100.0% 7.64 7.64 <br /> Total WT(k): 52.62 Sum: 526 <br /> Cs-use: 0.145 <br /> V(k): 7.64 per ASCE 12.8.1 <br /> Vertical Distribution of Seismic Diaphragm Forces per ASCE 12.10.1.1 <br /> Fpx= (SFi/Swi)*wpx per ASCE Eq 12.10-1 <br /> Fpx.max= 0.4*SDs*IE*wPx per per ASCE 12.10.1.1 <br /> FPx-min= 0.2*SDs*IE*wpx per per ASCE 12.10.1.1 <br /> Diaphragm/Story <br /> Level I wpx(k) I Zwi(k) Fx(k) XF;(k) I Fpx(k) Notes Force Ratio <br /> Mezzanine 52.62 52.62 7.64 7.64 9.93 =Fp-min 1.300 <br /> Thd ConsultingA S Engineers323 LLC Project: Waterline TI Date: 6/9/23 Job No: 23208.01 <br /> 1511 irvenue, uite Designer: MW Sheet: 2jQuantum <br /> Seattle,WA 98101 Client: 2812 Checked By: <br />