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<br />PAGE 4 <br /> <br />SHEAR AT EAVES: <br />WIND TRANSVERSE, PLF <br />WET=WLBWIT,Q WET = 52,704 <br />16 <br /> <br />WIND LONGITUDINAL,PLF <br />WEL=WLBWIL,Q WEL =65.88 <br />16 <br /> <br />OVERTURNING: <br />WIND TRANSVERSE,PLF WIND LONGITUDINAL,PLF <br />OVERTURN = LAT WIND FORCE X HEIGHT / WIDTH X 1.5 <br /> <br />HE <br />orr= l.5.WET,LE.- <br />WI <br /> <br />OTI = 1626,291 <br /> <br />HE <br />OTL== 1.5,WEL.WI.- <br />LE <br /> <br />OTL =389,103 <br /> <br />OVERTURN PER MEMBER <br /> <br />OTMT= orr, WSP <br />LE 12 <br /> <br />OTMT=67,762 <br /> <br />OTML= OTL . WSP <br />LE 12 <br /> <br />OTML = 16,213 <br /> <br />TOP PLATE AS BEAM <br /> <br />TRANSVERSE - SIDES PLF <br /> <br />(LATERALLY SUPP 2 PLACES) <br />LONGITUDINAL - ENDS <br /> <br />(LATERALLY SUPP 2 PLACES) <br /> <br />M=wI2/8 <br /> <br />(LE 12)2 <br />'tvIT= f\wET). '3 'tvIT = 8994,797 <br />12 8 <br /> <br />, 12)2 <br />ML-= (WEL). ( LE'3 <br />ML = 11243,496 <br />12 8 <br /> <br />S = M / Fb <br /> <br />MT ST =3,828 SL= ML <br />ST=- SL =4.784 <br />Fb Fb <br /> RD = 240 <br />DEFL = 5 wJ4 /384 E I S I <br /> SIZE <br />REARRANGING: 2X4 SA4=3.063 IA4!:5,359 <br /> (LE 12t 2X6 SA6 == 7.563 IA6=20,80 (LE 12f <br />IT=5,RD, (WET). ,'3 2X8 SA8=13.l4 1A8~47,64 IL=5,RD, (WEL) , '3 <br /> 12 384'Eb 2X10 SAIO=21.39 IAIO=98,92 12 384'Eb <br /> 2X12 SAI2!:31.64 IAI2~178.0 <br />IT = 20.56 TOP PLATE; (2) 2 X 6's IL =25,699 TOP PLATE; (2) 2 X 6's <br />