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1110 • <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 /> Sps(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= per ASCE Eq. 12.8-11 <br /> Cvx= (wxhxk)/(Sw;h;k)per ASCE Eq. 12.8-12 <br /> Level hx(ft) 1 wx(k) %of Wtotai wx*hxk Cvx(%) I Fx(k) I Vx(k) <br /> Mezzanine 10.00 52.62 100.0% 526.2 100.0% 9.93 9.93 <br /> Total VVT(k): 52.62 Sum: 526 <br /> Cs-use: 0.189 <br /> V(k): 9.93 per ASCE 12.8.1 <br /> Vertical Distribution of Seismic Diaphragm Forces per ASCE 12.10.1.1 <br /> Fpx= (SF;/Sw;)*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 Iw;(k) I Fx(k) IF;(k) Fpx(k) 'Notes Force Ratio <br /> Mezzanine 52.62 52.62 9.93 9.93 9.93 1.000 <br /> LIPIQuantum Consulting Engineers LLC Project: Waterline TI Date: 10/4/23 Job No: 23208.01 <br /> 1511 Third Avenue, Suite 323 Designer: MW Sheet: 2 <br /> Seattle,WA 98101 Client: 2812 Checked By: <br />