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TSE Engineering Job# '�� <br /> By: <br /> Page:38 <br /> COLUMN <br /> Overall End Conditions Intermediate Suqports Loading <br /> Length Kexx Keyy xx axis yy axis P axial w xx w yy <br /> 9 1 1 0 0 0 0 0 <br /> ft. Ibs. plf plf <br /> Column Size Duration Plate Proqerties <br /> b d C� Specie Fc(perp) Cb? Cb <br /> 3.5 5.5 1.15 HF 405 YES 1.107 <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 #2 1105 1105 1430 1.3 1.3 <br /> psi psi psi psi psi <br /> fc 0 psi RESULTS <br /> SRxx(le/d) 19.64 <br /> SRyy(le/b) 30.86 COLUMN CSI = 1.0 <br /> Fc" 1645 psi <br /> KoE 0.3 <br /> FoE 410 psi fc(perp)/ Fc(perp)' = 0.861 <1 o.k. <br /> c 0.8 <br /> ki 0.780639 <br /> kz 0.311278 ALLOWABLE AXIAL LOAD = 7428 Ibs. IL <br /> Cp 0.234636 /�/ �j �✓ <br /> I, i� <br /> Fc' 386 psi /�� 2�Zo �'� '�a7�� � ��^' ,�.U� <br /> I + <br /> MXX 0 ft.lbs <br /> BE� + ���M <br /> Sxx 17.65 irl^3 �� <br /> fbxx 0 psi 3� <br /> FcExx 1011 psi P axial <br /> Fbxx' 1271 psi <br /> k3 0 x� y <br /> Myy 0 ft.lbs y x <br /> Syy 11.23 in^3 <br /> fbyy 0 psi <br /> FoE yy 410 psi <br /> KbE 0.438 �h/xx <br /> Re 6.963 Wyy <br /> FbE 11743 psi <br /> ka 0 d <br /> b <br /> USE: ��� <br /> v 3.3.03 <br />