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TSE Engineering Job#T2S� <br /> By� kr� <br /> Page:�f <br /> COLUMN AT GIRDER TRUSS <br /> Overall End Conditions Intermediate Supborts Loading <br /> Length Kexx Keyy xx axis yy axis P axial w xx w yy <br /> 8 1 1 0 0 0 0 0 <br /> ft. Ibs. plf plf <br /> Column Size Duration _ Plate Properties <br /> b d C� Specie Fc(perp) Cb? Cb <br /> 3 5.5 1.15 HF 405 YES 1.125 <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 675 675 800 1.2 1.2 <br /> psi psi psi psi psi <br /> fc 0 psi RESULTS <br /> SRxx(le/d) 17.45 <br /> SRyy(le/b) 32 COLUMN CSI = 1.0 <br /> Fc� 920 psi <br /> K�E 0.3 <br /> F�E 352 psi fc(perp) /Fc(perp)' = 0.698 <1 o.k. <br /> c 0.8 <br /> ki 0.863833 <br /> k2 0.477666 ALLOWABLE AXIAL LOAD = 5247 Ibs. <br /> Cp 0.345623 � <br /> Fc' 318 psi � <br /> - ya� � 5zys <br /> < <br /> MxX 0 ft.lbs <br /> SXX 15.13 in^3 ,�, UK <br /> fbxx 0 psi <br /> F�E xx 1182 psi P o x i o I <br /> FbXx' 776 psi <br /> ka 0 x� y <br /> Myy 0 ft.lbs y x <br /> Syy 8.25 in^3 <br /> fbyy 0 psi <br /> F�E yy 352 psi <br /> KbE 0.438 �/yxx <br /> Re 7.659 W yy <br /> FbE 8959 psi <br /> ka 0 d <br /> b <br /> usE:�Z�ZX(o M�N <br /> v 3.3.03 <br />