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SEISMIC BASE SHEAR AND VERTICAL SHEAR DISTRIBUTION <br />Per CBC 2022 and ASCE 7-16 Specifications <br />Using Equivalent Lateral Force Procedure for Regular Multi-Level Building/Structural Systems <br />Job Name:Subject: <br />Job Number:Originator: Checker: <br />Input Data: <br />Occupancy Category =II CBC 2022, Table 1604.5, page 7 <br />Importance Factor, I =1.00 ASCE 7-16 Table 1.5-2, page 5 F10 <br />Soil Site Class =D ASCE 7-16 Table 1.5-2, page 5 F9 <br />Location Zip Code =92704 F8 <br />Spectral Accel., SS =1.293 Per USGS Seismic Design Map F7 <br />Spectral Accel., S1 =0.463 Per USGS Seismic Design Map F6 <br />Long. Trans. Period, TL =8.000 sec. ASCE 7 Fig's. 22-12 to 22-16 F5 <br />Structure Height, hn =8.000 ft. F4 <br />Actual Calc. Period, Tc =0.000 sec. from independent analysis F3 <br /> Seismic Resist. System =A15 F2 <br /> F1 <br />Structure Weight Distribution: V = C s*W = SF <br />No. of Seismic Levels =1 Seismic Base Shear <br />Seismic Height, hx Weight, Wx <br />Level x (ft.) (kips) <br />1 14.300 35.597 <br />Total Weight, W = SW x =35.60 kips (ASCE 7-16 Section 12.7.2) <br />Results: <br />Site Coefficients: <br />Fa =1.200 ASCE 7-16 TABLE 11.4-1 <br />Fv =1.837 ASCE 7-16 TABLE 11.4-2 <br />Maximum Spectral Response Accelerations for Short and 1-Second Periods: <br />SMS =1.552 SMS = Fa*SS, ASCE 7-16 Eqn. 11.4-1 <br />SM1 =0.851 SM1 = Fv*S1, ASCE 7-16 Eqn. 11.4-2 <br />Design Spectral Response Accelerations for Short and 1-Second Periods : <br />SDS =1.034 SDS = 2*SMS/3, ASCE 7-16 Eqn. 11.4-3 <br />SD1 =0.567 SD1 = 2*SM1/3, ASCE 7-16 Eqn. 11.4-4 <br />(continued:) <br />15. Light-frame (wood) walls <br />sheathed with wood structural <br />panels rated for shear resistance or <br />steel sheets walls (ASCE 7-16 <br />hn <br />hx