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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: per ASCE Table 1.5-1 <br /> Seismic Force-Resisting System: Light-Framed Cold-Formed Steel Walls Sheathed with Structural Panels <br /> R: 6 1/2 per ASCE Table 12.2-1 <br /> W.: 3 per ASCE Table 12.2-1 <br /> Cd: 4 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 /> SMi (g-sec): 0.62 SMS(g-sec): 1.42 per ASCE 11.4.4 <br /> SDI (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: 0.15 =Sos/(R/IE)per ASCE Eq. 12.8-2 <br /> Cs-max: 0.56 =Sol/(Ta*R/IE)for T<=TL per ASCE Eq. 12.8-3 <br /> Cs-max: -- =Spi*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: -- =0.5S, /(R/IE)for Si =>0.6g per ASCE Eq. 12.8-6 <br /> Cs-use: 0.15 <br /> V: 0.145 W =Cs-use*W per ASCE Eq. 12.8-1 <br /> 1JQuantum Consulting Engineers LLC Project: Date: 6/9/23 Job No: 23208.01 <br /> lba <br /> 1511 Third Avenue, Suite 323 Designer: <br /> Seattle,WA 98101 Client: Checked By: Sheet: <br /> 11I 13 <br />