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TSE Engineering Job#7T�`,�� <br /> By: <br /> Page: �2 <br /> ✓ <br /> COLUMN <br /> Overall End Conditions Intermediate Supqorts Loadinq <br /> Length Kexx Keyy xx axis yy axis P axial w xx w yy <br /> 9 1 1 0 C 0 0 0 <br /> ft. Ibs. plf plf <br /> Column Size Duration _ Plate Properties <br /> b d C� Specie Fc(perp) Cb? Cb <br /> 6 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 1.2 1.2 <br /> psi psi psi psi psi <br /> fc 0 psi RESULTS <br /> SRxx (le/d) 19.64 <br /> SRyy(le/b) 1 COLUMN CSI = 1.0 <br /> Fc* 920 psi <br /> KoE 0.3 <br /> F�E 933 psi fc(perp) /Fc(perp)' = 1.581 <br /> c 0.8 58.1 % Overstress <br /> k� 1.259033 <br /> k2 1.268066 ALLOWABLE AXIAL LOAD = 21128 Ibs. <br /> Cp 0.695918 And For Fc(perp)' Controlling = 13364 Ibs. <br /> Fc' 640 psi <br /> MXX 0 ft.lbs <br /> P' 9�� P� �3�6� �� �'�D� <br /> Sxx 30.25 in^3 <br /> fbXx 0 psi <br /> FcE xx 933 psi P a x i a l <br /> FbXX' 893 psi <br /> ka 0 x� y <br /> Myy 0 ft.lbs y X <br /> Syy 33 in^3 <br /> fbyy 0 psi <br /> F�E yy 360000 psi <br /> KbE 0.438 W x x <br /> RB 4.062 W yy <br /> FbE 31855 psi <br /> ka 0 d <br /> b / <br /> USE: ��2 x�e <br /> v 3.3.03 <br />