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HOPEWORKS STATION March 19, 2014 � 7237 � 4 <br /> SUMMARY: <br /> WIND(front•roar) WIND(leit-rieht) SEISMIC <br /> EV�2ND) = 1199816s 161 77 16s 257435 16s <br /> Ev(61qIN) = 18458 Ibs 158�316s 181264 Ib: <br /> NOT APPLICABLE O lbs O lbs 0 Ibs <br /> TOL�L = 30456 Ibs 4198016s 444699 Ibs <br /> DIAPHRAGM SHEAR: zco e�F <br /> Tofa�diophragm lenglh = 110A ft Sub-diaphragm len ih — 11p,0 f1 <br /> Diaphmgm wid�h - 77A ft NOT APPLICABLE 13,593 Ibs <br /> � _ fV(raof) _ 13593I6 = gBP�F 0°t' <br /> �2��width) 15a h �05 H <br /> IBC Table 2306.3.1 240 PLF I <br /> USE 15/32 CDA ROOF SH6ITHING OR 3/4 T8G CDX SUBFLOORING <br /> CHORD: <br /> Sub-diaphragm length = 45.0 h Tolal•diophragm Icngth = I-. A N <br /> Sub-diaphragm widih = 36.0 h <br /> T _ M _ EV x fdiaphragm length) _ 5561 x 45 ft _ 8691hs <br /> B 8 z(diaphragm widih) 8 x 36 ft <br /> Top Plale Size: 2x6 Speties/Grodc: HF#7 <br /> Areo = 8.25 in^2 F = 525 psi <br /> Load duration(CD) = 1.60 Tollowable = Area x CD z H = 6,730 Ibs <br /> Since T allowahle is greoler ihnn T applied, OK. <br /> SNEAR CAPACItt OF lOd COh1MON NAit — 102 16s 102.Cd x p = 163 Ibs zoo5 NDS <br /> # OF NAILS PER 4 FT SPLICE = 869 Ibs _ y <br /> 16316s <br /> USE 2x6 HF �2 TOP PLATE W/ (8� l Od COMMON NAILS PER SPLICE. <br /> � ' � � <br /> � _ _� <br /> 1 <br />