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TSE Engineering Job#?ZS� <br /> By' (�� <br /> Page:1,3 <br /> COLUMN AT GIRDER TRUSS <br /> Overall End Conditions Intermediate Supports 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 Pro ep rties <br /> b d Co Specie Fc(perp) Cb? Cb <br /> 4.5 5.5 1.15 HF 405 YES 1.083 <br /> in. in. psi <br /> MATERIAL 7ype/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 12 <br /> psi psi psi psi psi <br /> fc 0 psi RESULTS <br /> SRxx(le/d) 17.45 <br /> SRyy(IeJb) 21.33 COLUMN CSI = 1.0 <br /> Fc" 920 psi <br /> KoE 0.3 <br /> FoE 791 psi fc(perp) / Fc(perp)' = 1.336 <br /> c 0.8 33.6 % Overstress <br /> ki 1.162543 <br /> k2 1.075085 ALLOWABLE AXIAL LOAD = 14500 Ibs. <br /> Cp 0.636786 And For Fc(perp)' Controlling = 10853 Ibs. <br /> Fc' 586 psi <br /> �,. ��y� �� ���� 16 .�� <br /> MxX 0 ft.lbs <br /> SxX 22.69 in^3 <br /> fb� 0 psi <br /> FoExX 1182 psi P axial <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 /> FoE yy 791 psi <br /> KbE 0.438 W x x <br /> Re 5.106 wyy <br /> FbE 20158 psi <br /> ka 0 d <br /> b <br /> USE�T���p <br /> v 3.3.03 <br />