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TSE Engineering Job# �ZS� <br /> BY� �� <br /> Page: 3� <br /> COLUMN AT BEAM <br /> Overall End Conditions Intermediate Supqorts 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 Properties <br /> b d C� Specie Fc(perp) Cb? Cb <br /> 7.5 5.5 1.15 HF 405 YES 1 <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 12 12 <br /> psi psi psi psi psi <br /> fc 0 psi RESULTS <br /> SRxx(le/d) 18.55 <br /> SRyy(le/b) 13.6 COLUMN CSI = 1.0 <br /> Fc' 920 psi <br /> KcE 0.3 <br /> FoE 1046 psi fc(perp) / Fc(perp)' = 1.666 <br /> c 0.8 66.6 %Overstress <br /> ki 1.335734 <br /> kz 1.421467 ALLOWABLE AXIAL LOAD = 27835 Ibs. <br /> Cp 0.733474 And For Fc(perp)' Controlling = 16708 Ibs. <br /> Fc' 675 psi <br /> n= L�� a�� � a� = 3�0 � <br /> MXX 0 ft.lbs r r � T � � �� <br /> SXX 37.81 in^3 ��A� 6�n p,� <br /> fbXX 0 psi �3� 'RuSS <br /> FoEXX 1046 psi P axial <br /> FbXX' 893 psi <br /> ks 0 x� y <br /> Myy 0 ft.ibs y x <br /> Syy 51.56 in^3 <br /> fbyy 0 psi <br /> FoE yy 1946 psi <br /> KbE 0.438 �ll/xx <br /> Re 3.158 W yy <br /> FbE 52701 psi <br /> ka 0 d <br /> b <br /> USE: (5)2x6 <br /> v 3.3.03 <br />