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PRviECT NAME: FLAKE BIDG TI <br /> JOB: N9-1624 <br /> Check bearing wall <br /> Maximum stud height = 15 ft <br /> Design load = (50 + 25) x 16/12 x 12 ft / 2 = BJO Ib/ stud <br /> Maximum span = 15 ft <br /> Column member check•2 x 6,HF No 2 <br /> f� = 1300 psi <br /> E= 1300000 psi <br /> Area = 1(plies) � 8.250 in'=8.25 in' <br /> Load duration =Floor live, Cc= 1.00 <br /> Size factor Ci = 1.10 <br /> Axial load =6001b <br /> lengih= 15.00 k <br /> Slenderness coefficient, <br /> K�= 1.00 <br /> K,=0.00 <br /> L,.=K.L = 1.00�15.00�(12)= 180.00 in. <br /> L..=K,( =0.00�15.00��12) =0 OO ln. •Suppuned by sheathing. <br /> L../d.= 180.00/5.50=32.73 <br /> L,ld,=0.00/(1 r 1.50)=0.00,where 1 =thc number o(plies <br /> Controling 4/d =32.73 <br /> E', = E,CM G C�G <br /> E', = 1300000�1.00��1.00��1.00�11.00�= 1300000psi <br /> K�r=0.30 <br /> c =0.80 <br /> A�,i �-, <br /> F� _ � ,— <br /> � ,j � <br /> F�r=35a.12 psi <br /> F•, = F�CrG�GG <br /> F•� = i3oo�i.00)I100111.0011 l.00��i oo�= i3oo P5� <br /> CUSTOM DESIGN & ENGINEERING, INC. ` <br /> November 11, 2013 ( Pa9e 811 u ) <br />