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Client: BECU-EVERETT WA P2 Job# CS18-181 IATM ID#: n/a <br /> Address: EVERETT,WA 98204 Date: 9/2018 7 <br /> 3 Lateral Design: <br /> Per ACSE7-10 <br /> Structure Type- H.Steel Systems not Specifically Detailed for Seismic Resistance <br /> V=CsW= Sns W (Eq. 12.8-1) <br /> (R/1) <br /> Vmax.= Sn1 W (Eq.12.8-3) <br /> T(R/I) <br /> Vmin.=(0.044Sps*l or 0.01)*W (Eq.12.8-5) <br /> Input <br /> R= 3 (Table 12.2-1) <br /> 00= 3 (Table 12.2-1) <br /> I= 1 (Table 1.5-2) <br /> W= 5400 lbs.ATM+Frame <br /> Site Class D (11.4.2) <br /> T= 0.108 (Table 12.8-2) <br /> Latitude 47.90 <br /> Longitude -122.25 <br /> Sps= 0.963 (Eq.11.4-3) <br /> Sp1= 0.562 (Eq.11.4-4) <br /> Output <br /> V= 0.32 W <br /> V= 1733 lbs. <br /> Vmax= 1.73 W <br /> Vmax= 9349 lbs. <br /> Vmin= 0.04 W <br /> Vmin= 229 lbs. <br /> Seismic Design Force V= 1800.0 lbs. <br />