Laserfiche WebLink
PRuIECT NAME: FLAKE BLDG TI <br /> JOB: N9-1624 <br /> o = ioo <br /> c = i.ao <br /> c� = i.000 <br /> c� =o.9ii <br /> Since C� <Q, Cv controls <br /> F'e =FeCoCMGCvGC,G <br /> 7op fiber F'e = ?200�1.0O��1D0�(1.00��0.91�(1.00��1.00��1.OJ)= 1093psi <br /> Btm fiber F'n =2400�1.00�(1.00�(1.00��0.91��1.00�(3A0��1.00)=2181psi <br /> For distr ibutwe load, only bottom face applies <br /> F'bx= 2187 psi>fbx= 1452 psi, RESULT= VA55 <br /> Check Shpar <br /> F'. =F.Cn Cn�G C, <br /> F'. = 190�1.00111.00)�1 OO��1.fA) = 190 psi <br /> F'v= 190 psi >fv< 110 psi,RESULT= PASS <br /> Check De/lection <br /> Max allowed deflection -Tot.n ;dead+ livel, 23.10(12�/360=0.770 <br /> Maximum deflection,y=5/384[w L`/E I� <br /> Beam deflection =0 024 in. <br /> Live+ dead load defleaion=OblS in. <br /> Tolal deflection= I0.63AI in. <0J70 in., RESULT= PASS <br /> Design typical support column <br /> Maximum design load = 10.4 kips <br /> Maximum height = 15 ft <br /> Column member check•6 z 6,DF No 1 <br /> f, = 1000 psi <br /> E = 1G00000 psi <br /> Area = I (pGes) r 30.T50�n'=30.25 in' <br /> Load duration = Floor Live,Cr= 1.00 <br /> Siie fattor G = 1.30 <br /> AMial load = 304001b <br /> length= 15.00 ft <br /> Slenderness coefficient, <br /> CUSTOM DESIGN b ENGINEERING, INC. /" � <br /> November 11, 2013 Page6;�/y,� <br /> � _ ,�J <br />