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TSE Engineering Job#�l��j <br /> By' �2 <br /> Page: �l� <br /> COLUMN AT BEAM <br /> Overall End Conditions Intermediate SuQports Loading <br /> Length KeXX Keyy xx axis yy axis P axial w xx w yy <br /> 8.5 1 1 0 0 0 0 0 <br /> ft. Ibs. plf plf <br /> Column Size Duration _ Plate Pro ep rties <br /> b d C� Specie Fc(perp) Cb? Cb <br /> 4.5 5.5 1.15 HF 405 YES 1.083 <br /> in. in. psi <br /> MATERIAL Type/Specie Grade FbXx Fbyy Fc Exx(10)^6 Eyy(10)^6 <br /> Manuf.Lbr. <br /> Timber <br /> Dimen.Lbr HF STUD 776 776 800 1.2 1.2 <br /> psi psi psi psi psi <br /> fc 0 psi RESULTS <br /> SRxx (le/d) 18.55 <br /> SRyy(le/b) 22.67 COLUMN CSI = 1.0 <br /> Fc' 920 psi <br /> KcE 0.3 <br /> FcE 700 psi fc(perp)/Fc(perp)' = 1.239 <br /> c 0.8 23.9 % Overstress <br /> ki 1.100874 <br /> k2 0.951747 ALLOWABLE AXIAL LOAD = 13453 Ibs. <br /> Cp 0.5908 And For Fc(perp)' Controlling = 10858 Ibs. <br /> Fc' S44 psi �� /� //���J �� <br /> �i -�j � (/ J <br /> MXX 0 ft.lbs � � <br /> SXX 22.69 in^3 ���'��Z-�� <br /> fbXX 0 psi <br /> FcE XX 1046 psi P a x i a l <br /> FbXX' 893 psi <br /> ks 0 X� y <br /> Myy 0 ft.lbs y x <br /> Syy 18.56 in^3 <br /> fbyy 0 psi <br /> FcE yy 700 psi <br /> KbE 0.438 VNxx <br /> RB 5.263 wyy <br /> FbE 18972 psi <br /> ka 0 d <br /> b / <br /> USE: (3)2x6 (���� <br /> v 3.3.03 ` <br />