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Non-Structural Seismic Coefficient Per ASCE 7-16 <br />Design Criteria <br />h =1.00 ft Average Roof Height From Ground <br />z =1.00 ft Component Attachment Height <br />ap =2.50 Component Amplification Factor ASCE 7-16 Table 13.5-1 or 13.6-1 <br />Rp =6.00 ASCE 7-16 Table 13.5-1 or 13.6-1 <br />Ω0 =2.00 Overstrength Factor ASCE 7-16 Table 13.5-1 or 13.6-1 <br />SDS =1.052 Short Period Spectral Acceleration ASCE 7-16 §11.4 <br />Ip =1.00 Component Importance Factor ASCE 7-16 §13.1.3 <br />Analysis <br />F ph =Max(0.32, Min(0.53, 1.68))= 0.526 W p (LRFD) <br />F pv = .2S DS W p = 0.210 W p (LRFD) <br />Component Response Modification <br />Factor <br />0.32 <br />0.32 <br />0.32 <br />0.32 <br />0.32 <br />0.32 <br />0.32 <br />0.32 <br />0.32 <br />0.33 <br />0.35 <br />0.37 <br />0.39 <br />0.40 <br />0.42 <br />0.44 <br />0.46 <br />0.47 <br />0.49 <br />0.51 <br />0.53 <br />0.63 <br />0.63 <br />0.63 <br />0.63 <br />0.63 <br />0.63 <br />0.63 <br />0.63 <br />0.63 <br />0.67 <br />0.70 <br />0.74 <br />0.77 <br />0.81 <br />0.84 <br />0.88 <br />0.91 <br />0.95 <br />0.98 <br />1.02 <br />1.05 <br />0 <br />0.1 <br />0.2 <br />0.3 <br />0.4 <br />0.5 <br />0.6 <br />0.7 <br />0.8 <br />0.9 <br />1 <br />0.10 0.30 0.50 0.70 0.90 1.10 <br />z/ <br />h <br />Seismic Force <br />Seismic Factor <br />Component/Connection <br />Factor <br />Connection to Concrete <br />Factor <br />F Max S I W Min <br />a S I W <br />R <br />z <br />h S I Wp DS p p <br />p DS P P <br />P <br />DS P P= + <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />03 <br />04 <br />1 2 16. , <br />. <br />, . <br />PROJECT <br />PROJECT NO. <br />ITEM <br />McGuff TI <br />Load Sheet ENGINEER <br />DATE <br />SHEET NO. <br />CL <br />S24-0254 <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH <br />"TYPE 1 ANCHORAGE"