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• <br /> PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> The diaphragms are designed as cantilever diaphragms <br /> Upper level <br /> g ) <br /> E = 90.2 lb/ft <br /> MST37(2157.0) M5T37(2fS7.4) q = 1 7 A.3 lb/ft ft MST37(2137.0) 11 <br /> Y V �# J MST37(2/S7,0) <br /> ,--- W = 1489 lb <br /> OPNG SA 7g(1.2; 0?NG ;' <br /> " ' I E = 831 lb <br /> MS=(ig 1) Ill )I MST37(27S7O) <br /> cv III ';;I` i <br /> 11 II i'N MST37(2IS7.0) 8 II <br /> 11 1 <br /> r 'r 1 MST37(37157.1) <br /> N 1 r ay <br /> a <br /> 1 4.-'" �._—._.._ <br /> W = 1488Ib <br /> MS737(2tS7.0 MST3 T7/S71), „ E = 830 lb I <br /> t , <br /> W = 754 lb \ ( ►54 lb <br /> E = 9�8 lb \\ ; -.-E-,=-. lb <br /> j 1 <br /> i / a <br /> I I t <br /> Design load © Grid 2 <br /> Wind, W = 2 x 1489 lb = 2976 lb <br /> Seismic, E = 2 x 830 = 1660 lb <br /> Check torsional forces <br /> W = 1489 x 14.2 ft/ 20.6 = 1026 lb < 1754 lb (Torsional forces do not control) <br /> Seismic similar <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 17/ 67 <br /> Copyright©2022 Custom Design&Engineering,Inc.All rights reserved. <br />