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• <br /> Seismic Base Shear for the Equivalent Lateral Force Procedure <br /> Per IBC 2018 &ASCE 7-16 <br /> Structure: Waterline TI <br /> Address: <br /> Latitude: Longitude: <br /> Structure Classification <br /> Risk Category: ii per ASCE Table 1.5-1 <br /> Seismic Force-Resisting System: Stte'dtat'R+ t iree'@lOShre11Rte Shear Milt <br /> R: 5 per ASCE Table 12.2-1 <br /> We: 2 1/2 per ASCE Table 12.2-1 <br /> Cd: 5 per ASCE Table 12.2-1 <br /> hn(ft): 10.00 height above the base to the highest level of the structure <br /> Site Ground Motion <br /> Reg. Structure/5 Stories Max: No Per ASCE 12.8.1.3 <br /> Si (g-sec): 0.41 Ss(g-sec): 1.18 <br /> Site Class: C Per Geotechnical Report per ASCE 11.4.3 <br /> F, 1.50 Fa 1.20 <br /> SM1 (g-sec): 0.62 SMS(g-sec): 1.42 per ASCE 11.4.4 <br /> SD1 (g-sec): 0.41 Sips(g-sec): 0.94 per ASCE 11.4.5 <br /> SDC: D per ASCE 11.6 <br /> IE: 1.00 per ASCE Table 1.5-2 <br /> Fundamental Period per ASCE 12.8.2 <br /> Period Method: Approximate Fundamental Period <br /> Structure Type: All Other Structural Systems <br /> TL(sec): 6.00 ASCE Figures 22-14 through 22-17 <br /> Ts: 0.43 <br /> Ta(sec): 0.11 Ct*hnx per ASCE Eq. 12.8-7 <br /> Tuse(sec): 0.11 -<=TL <br /> Equivalent Lateral Force Procedure Design Base Shear per ASCE 12.8 <br /> Cs: 0.19 =SDs/(R/IE)per ASCE Eq. 12.8-2 <br /> Cs-max: 0.73 =SD1/(Ta*R/IE)for T<=TL per ASCE Eq. 12.8-3 <br /> Cs-max: -- =SD1*TL/(Ta2*R/IE)for T>TL per ASCE Eq. 12.8-4 <br /> Cs-min 0.04 per ASCE Eq. 12.8-5 <br /> CS-min -- =0.5S1/(R/IE)for Si =>0.6g per ASCE Eq. 12.8-6 <br /> Cs-use. 0.19 <br /> V: 0.189 W =Cs-use*W per ASCE Eq.12.8-1 <br /> Quantum Consulting Engineers LLC Project: Date: 10/4/23 Job No: >.':2O�_ 'C <br /> 1511 Third Avenue, Suite 323 Designer: „;nr Sheet: <br /> Seattle,WA 98101 Client: Checked By: <br /> 3) 1 3 <br />