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�� PROJECT �gW .;_S/�.EL�EIQ �. � �- � � PAGE �S� ° �' <br /> A B K J ■ CLIENT DESIGN BY F t x� <br /> 0 <br /> ...a......�o.�+.*.o.....�-,.eo.� JOBNO.: . ��O DATE: 3 REVIEWBY � �;c : <br /> .,D tl.. ' . ..AS 7-06/1 C'40�6del�y-�iis;. vNt��:t�'.vh:f <br /> INPUT DATA /\ <br /> Exposure catego7lB�C a o) - �:�L . � <br /> Importance factor,pg 73,(0.87,t0 a t.t5� I = -',A.�7 � Category l � <br /> Bufc wind speed(3 sec.gust win� V = �65 .' mph - <br /> Topog�ephie 18etof(See.6.572,pg 26 8 d5) K� _ � .� � ,Flat �siope <br /> Height of inean roof � _ �� n � <br /> Rool slope � 0 : 12 � <br /> poollength � _ � n �� -� <br /> Rool harizonlal projec�ed widlh B = 10 II �� <br /> Eflective area ol component/cladding A = 320 it� <br /> B. �P�� <br /> DESIGN SUMMARY <br /> 1.Male Wind•Forca Resisting System <br /> Max honzontal lorce/base shear Imm roof = 0.00 kips <br /> r 0.00 itips(eave 8 columns increasing) <br /> E 0.00 kips <br /> Max vertical download lorco = 2.37 kips <br /> Max vertical uplil�lorce = 2.69 kips <br /> Man momen�at cenlroid ol base Irom rool = 6.72 tt�kips <br /> + 0.67 Il�kips�eave 8 columns iiicreasing) <br /> �' ��7.39.H-1dp�� _ <br /> ..... ..•� �'_n✓E�� /f�.11,��%�f'7 <br /> 2.Component and Cladding Elements � <br /> Mav inward pressure = 16 psl /j�CI��C'/1 t G����✓���U <br /> Idax net outward pressuro = I6 psl <br /> ANALYSIS <br /> Velocitv pressure <br /> qn=0.00256 I(n K��Ka V�I = 11.63 ps� <br /> whero: �n=�elocity pressure al mean roof hei�hl,h.�En.6-15,page 27) <br /> fQ,=veloci�y pressure exposurr cl�icient m�.Juated al heighl,h,(L�b ea,case t,p�;9� = O.BS <br /> F(a=wind directionality Inttoi 6�4,lor building,pa�c 80) = O.BS <br /> h=heighl ol mean rool = ���� �� <br /> Main Wind-Forco Resls�lnv System (Se...6.:..13.2) <br /> P=9nGCx <br /> F=pf4 <br /> where: G=gust eliecl laclor.(Sec.6.5.8,page 2G�. = �•�` <br /> o=roof angle = 0.00 degree <br /> < 45 deg. (Satlslactory] <br /> ty=rool actual arca. _ �5p,p ft�,windward <br /> = 160.0 fl�.leeward <br /> C�,=net lorce coeflicient..(Fig.648A,paga 66) <br /> Check Fig.6-18A limitation h/L= 0.31 wilhin�025,1.0� [Sati6lactory] <br /> h/B= 1.00 wilhin0.25,1,0� [Satisfacto <br /> WINDTOBOTTOM, =0° WINDTOTOP, =180° <br /> CLEARFLOW OBSTRUCTED CLEARFLOW OBSTRUCTED <br /> 0 CASE C� CHi C� C,x C� CH� C� Cµ <br /> A 1.20 0.30 -0.50 •120 120 0.30 -0.50 •120 <br /> p(psl) 11.86 2.96 �4.94 -11.86 11.86 2.9E •4.94 •11.86 <br /> 0.� F(kips) 1.9G � 0.47 A.79 -1.90 1.90 0.47 -0.79 -1.90 <br /> B •1.1G -0.10 -1.10 •0.60 -1.10 -0.10 -1.10 -0.60 <br /> p(ps�) �10.87 •G.99 •t0.B7 •5.93 -70.87 �0.99 •10.87 •5.93 <br /> F(kips) -174 -0.16 -174 -0.95 4.71 •OJ6 4.74 •0.95 <br />