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SF =S <br /> � �� <br /> WINDTOBOTTOM, =0° WINDTOTOP, .1Bd' <br /> CIFAR FLOW O&STAUCTED CLEAR FLOW OBSTitUCTED <br /> CASE A CASE B CASE A CASE B CASE A CASE B CASE A CASE B <br /> Horizonlal lorce/base shear H ki 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> VeAiwl dornload lorce V kf 2.37 0.00 0.00 0.00 2.37 0.00 0.00 0.00 <br /> VerNwlu iNlorce V ki 0.00 1.90 2.69 2.69 0.00 1.90 269 269 <br /> Bendi momeM al ceniroid d base M R•ki •5.928323 4.7-034G 6.719899 6.719899 5.92932 -4.743458 �.7799 �8.7199 <br /> Comoonent and Claddinu Elements (Sec.6.5.13.3) <br /> P=9nGCH <br /> where: CH=nel brcc coelficient;.(Fig.649A,pago 70) <br /> t Max�Min�0.1L,0.18. OAh),0.04L,0.04B.3N�,(Fig.6�198,lootnole6) _ �.0 n <br /> For eflec�iva area,320 s .fl.as ive�� <br /> CLEAR WIND FLOW OBSTRUCTED WIND FLOW <br /> ZONE3 TONE2 20NE1 ZONE3 ZONE2 ZONE1 <br /> CH 1.62 -1.52 1.62 •1.52 12U -1.10 0.71 -1.62 0.71 •1.62 0.50 •1.20 <br /> p(psl) 16.04 -15.05 16.04 -55.05 11.86 •70.87 7.03 -16.04 7.03 -16.04 4.94 •11.88 <br /> I � I <br /> I ( <br /> o n I <br /> ,� N I l� <br /> i � I n <br /> p O <br /> I N N I n <br /> � I <br /> I I <br /> I I._.._ . _ .___ ___I <br /> `_ _.. _ _... . .__ .__ ._ ___.. <br />