Laserfiche WebLink
TSE Engineering Job#�1JS3 <br /> By: <br /> Page: ���' <br /> COLUMN CI��L K� <br /> Overall End Conditions Intermediate Supports 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 Properties <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 /> FcE 410 psi fc(perp) / Fc(perp)' = 0.861 <1 o.k. <br /> c 0.8 <br /> ki 0.780639 <br /> k2 0.311278 ALLOWABLE AXIAL LOAD = 7428 Ibs. <br /> Cp 0.234636 <br /> Fc' 386 psi � b� �y f 8�,�3 y� � y Q� � <br /> MXX 0 ft.lbs ls��� <br /> SXX 17.65 in^3 � Z�,� �„ I,`j�¢ �yo " ��O� <br /> fbXX 0 psi �� <br /> F�E XX 1011 psi P a x i a l � y <br /> FbXX' 1271 psi ����� ��2'� "�/j <br /> ka 0 X� y <br /> Myy 0 ft.lbs y x <br /> Syy 11.23 in^3 <br /> fbyy 0 psi <br /> F�E yy 410 psi <br /> KbE 0.438 Wxx <br /> Re 6.963 W yy <br /> FbE 11743 psi <br /> ka 0 d <br /> b � y� <br /> USE: /` <br /> v 3.3.03 <br />