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FORCE (EAST-WEST) <br />÷ 35 ft.=H =8 <br />L <br />♠VB = 214.0 x 0.5 x ( 11 + 14 ) = <br />Diaph = 2675 =< 280 <br />21 <br />( 6.75 + + ) <br />VDRAG = 2675 x ( 0 ÷ 21 ft. ) = 0 x 1.0 = <br />Ω (ASCE 7-16 12.10.2.1, EXP. 2) <br />WDL = 12.0 x 10.0 + 8.0 x 10.0 + 16.0 x 8.0 = <br />0.9 - x = 0.69 12.14.3.2.1 <br />Mot = 396 x ( 6.8 * 8 ft. ) = <br />Mr = 328 x ( 6.8 * 6.75 /2)*0.694 = <br />T/C USE SIMPSON HDU5 <br />♠VC = 214.0 x 0.5 x ( 14 + 10 ) = <br />Diaph = 2568 =< 280 <br />21 <br /> 3 + 3 ) x 0.52 <br />VDRAG = 2568 x ( 7 ÷ 13 ft. ) = 1382.9 x 1.0 = <br />Ω (ASCE 7-16 12.10.2.1, EXP. 2) <br />WDL = 12.0 x 7.0 + 8.0 x 7.0 + 16.0 x 8.0 = <br />0.9 - x = 0.69 12.14.3.2.1 <br />Mot = 823 x ( 3.0 * 8 ft. ) x 3 / 1.3 = <br />Mr = 268 x ( 3.0 * 3.0 /2 )*0.694 = <br />T/C USE SIMPSON HD12 <br />(+ 14918^2 )^-2 = 14977 < OK w/ HD1215510 <br />7491 k 214.0 #/ft <br />USE 2 <br />0 <br />2675 # <br />127 <br />FORCE <br />V =2675 = 396 #/ft <br />2568 # <br />328 #/ft <br />ROOF CEILING WALL <br />USE 5( <br />122 <br />V =2568 = <br />USE MST37 <br />823 #/ft <br />ROOF CEILING <br />Sds <br />WALL <br />0.200 Sds <br />1383 <br />0.200 <br />21402 <br />5183 <br />45589 <br />836 <br />268 #/ft <br />9