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��� nU-f SNG'Crt�� . PAGE �M�'s.� qt; . <br /> K '� ■ pR0.1ECT: V { DESIGN BY: �'"!�'}+ �?� <br /> CLIENT: 6/ O� REVIEW BY: �� �` <br /> DATE <br /> A .�o.w,.n..».-,.co�+ JOBNO.: "0 ' r.;;` ' a�,;:t.r <br /> n. 4�ai s,tba .�ees��+a a�walt�,sien eaaea'on�Asc .-�-os <br /> e <br /> INPUT DATA _ <br /> Exposure cate9ory(e,c«o� � _ �Category I � <br /> Importsace lactor.D9 73,lo.e�.t.o«i.t5� � _ � mPh J �. <br /> Basic wind speed(3 sec.gust wind) _ Flal ,a��^`°'°��9�� , <br /> Topographic lactor�sec.ss.zz,pg 2s a a5) K� - n w�,,s,a^° = i <br /> h = � . n � <br /> Height of top S _ � � <br /> Vertical dimension(for wall,s=h) 8 _ �• �� i � <br /> Horizonlal dimension ' „ <br /> L� _ . 1 5„no�. i � <br /> Dimension of relurn comer .. , � �,,,,�� <br /> �A �/— \F <br /> DESIGN SUMMARY P , #�qst i <br /> Maz horizontal wind pressure F = .:�, ,: ips <br /> Max tolal horizontal lorce at ceNroid ol6ase h� _ �R,� �n•,.;PS <br /> Max 6ending moment at centmid ol base T _ 0. ,it•kips <br /> Maz brsion at centmid of base � <br /> ANALYSIS <br /> Veloeil�Vo�es���e 2 _ �2,�3 ps� <br /> q�=0.00256 K�K,�Ka V 1 � e 27) <br /> whme: q�_�elocily pressure al nwan�oot hcight.h.([q.�'�5.P 9 _ <br /> ab.G3,Case t,o9��) 0.89 <br /> 1(„=velocity pressure exposure coeNicienl evaluateJ al height,h,(r _ 0.85 <br /> {(a=wind directionality laclor.(Tab.6�4,br building,pa9u B0) _ 18.70 ft <br /> h=heighl ol top <br /> Wind Force Case A:rcsultant torce ihou h Ihe rometde center (Sec.6.5.'�&FiP56�2U) , <br /> P=4h C'��- _ 0.97 kips I <br /> F=P As - 9.94 14kips I <br /> M=F(h-0.5s)tor sign,F(O.SSh)for wall _ 0.0o ft-kips � <br /> T_ - = 0.85 � <br /> where: G=gus�eHect lactoc(Sec.6.S.B,paye 26) �.67 ` <br /> C�=nel brce coeflicienL(Fig.6-20,pege 73) _ 56.1 � <br /> As=Bs ! <br /> Wind Force Case 8:resultant tarce al U.2 B oflset ol the eometric center '�ec.�6.14 8 Fig.6-20) � <br /> p=Case A = 0.97 kips <br /> p=Case A _ 9.94 tt-kips <br /> M=Case A = 0.58 ft-kips <br /> T=0.2F8 <br /> W ind Force Case C•resultant lorce diflerent at eoeh reqion (Sec.6.5.1 A 8 Fig.6•208���ce s s <br /> P=Qh G C� 1—�� � <br /> F=Ep�4 <br /> M=y[F(h•0.5s)lor sign,F(0.55h)for wa!I j I I � <br /> T=E T, �ns�e o��. <br /> Distance Ci Pi Asi Fi Mi Ti <br /> (Iq (Fig.G-2p) (P50 (�) (kips) (n.g{ps) (tt•kips) <br /> 3.0 1.80J 19 56.1 1.Od 10.71 0.00 <br /> p 0.00 0.00 0.00 I��le 3 of Fig.620 <br /> 3.0 1.200 1 Z � 04 �Q,�� p,pp <=Casa C may not be considered, <br /> E <br />