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7.0 Design Loads - Seismic: <br />Seismic Calculations per ASCE 7-16, Chapter 11 - Seismic Design Criteria <br />Chapter 13 - Requirements for Nonstructural Components <br />7.1 Seismic Load Data: <br />Site Class :D (Ref. Project Information) <br />Seismic Design Category :D (ASCE, Tables 11.6-1 and 11.6-2) <br /> <br />Short Period Spectral Resp. (5%) (Ss) :1.315 (Ref. Project Information) <br />1s Spectral Response (5%) (S1) :0.469 (Ref. Project Information) <br />Bldg. Seismic Imp. Factor (Ie) =1.25 (ASCE, Table 1.5-2) <br /> <br />Site Coefficient (Fa) =1.2 (ASCE, Table 11.4-1) <br />Site Coefficient (Fv) =1.8 (ASCE, Table 11.4-2) <br /> <br />Adj. MCE Spec. Resp. (Short) (Sms) =Fa*Ss =1.578 (ASCE, Eqn. 11.4-1) <br />Adj. MCE Spec. Resp. (1 sec.) (Sm1) =Fv*S1 =0.859 (ASCE, Eqn. 11.4-2) <br /> <br />Short Period Spectral Response (Sds) =2/3(Sms) =1.052 (ASCE, Eqn. 11.4-3) <br />One Second Spectral Response (Sd1) =2/3(Sm1) =0.572 (ASCE, Eqn. 11.4-4) <br /> <br />Component Seismic Imp. Factor (Ip) =1 (ASCE, Sec. 13.1.3) <br />Repsonse Modification Factor (Rp) =2.5 (ASCE, Table 13.6-1) <br />Amplification Factor (ap) =1 (ASCE, Table 13.6-1) <br /> <br />7.2 Seismic Design Equations: <br />* Frictional resistance due to the components weight may not be used to resist lateral forces caused by seismic loads. <br />02/01/2024 <br />APPROVED FOR CONSTRUCTION <br />13 <br />PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 <br />(978) 688.4900 - www.panelclaw.com <br />2130 N Grand Ave <br />10/1/2024