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Lateral Force on Non-Structural Components, Equipments Supported by Structure <br />Design Data: <br />Ip =1.0 (Section 13.1.3) Ss=1.401 (USGS Seismic Hazard Map) <br />ap =-(Table13.5-1 & 13.6-1)Fa=1.0 (Table 11.4-1) <br />Rp =- SMS=1.401 (Eq. 11.4-1) <br />SDS =0.934 (Eq. 11.4-3) <br />Analyses and Calculations: <br />(Equation 13.3-1) (Equation 13.3-2 & 13.3-3) <br />1. Lateral Force for unit anchored on ground floor: <br />z (ft) =0 h (ft) =20 <br />ap =1.0 (Table13.5-1 & 13.6-1) Rp =2.5 <br />(13.3.1, height in <br />structure of point of <br />attachment) <br />(13.3.1, average roof <br />height of structure) <br />PROJECT: Amazon Fresh <br />SUBJECT: Structural Calculation <br />ES Kam Yan & Associats <br />Structural Engineers <br />JOB NO.: 16.270.C <br />SHEET NO.: OF <br />CALCULATED BY: DD DATE AUG/2016 <br />CHECKED BY: KY DATE AUG/2016 <br />DS p DS <br />0.3S F 1.6Spp ppIWIW <br />0.4 12pDS p <br />p <br />p <br />p <br />aS W zFhR <br />I <br /> <br />p p <br />Fp =0.15 Wp <br />0.3SDSIpW p=0.28 Wp Use Fp <br />1.6SDSIpW p 1.49 Wp Fp(ASD) = 0.20 *Wp <br />= 0.28 *Wp <br />DS p DS <br />0.3S F 1.6Spp ppIWIW <br />0.4 12pDS p <br />p <br />p <br />p <br />aS W zFhR <br />I <br /> <br />2 of 15