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� � <br /> TSE Engineering Job# ��j� <br /> By' �/� <br /> Page: �I <br /> PORCH COLUMN <br /> Overall End Conditions Intermediate Suqports Loading <br /> Length Kexx Keyy xx axis yy axis P axial w xx w yy <br /> 8 1 1 0 C 0 0 0 <br /> ft. Ibs. plf plf <br /> Column Size Duration Plate Properties <br /> b d Co Specie Fc(perp) Cb? Cb <br /> 3 5.5 1.15 HF 405 YES 1.125 <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 675 675 800 1.2 1.2 <br /> psi psi psi psi psi <br /> fc 0 psi RESULTS <br /> SRxx(le/d) 17.45 <br /> SRyy(le/b) 1 COLUMN CSI = 1.0 <br /> Fc` 920 psi <br /> KoE 0.3 <br /> FoE 1182 psi fc(perp) / Fc(perp)' = 1.555 <br /> c 0.8 55.5 % Overstress <br /> k1 1.428163 <br /> kz 1.606326 ALLOWABLE AXIAL LOAD = 11687 Ibs. <br /> Cp 0.76989 And For Fc(perp)' Controliing = 7516 Ibs. <br /> Fc' 708 psi �� <br /> Mxx 0 ft.lbs ��r�{(jGJ �2�21(� � ��f � <br /> Sxx 15.13 in^3 1 <br /> fbxx 0 psi i ���D� �f�J� ���`��l�o��� .''��r <br /> FcE xx 1182 psi P a x i a l <br /> Fbxx' 776 psi � <br /> ks 0 X\ y ���� T�Te��. '' ����� ` <br /> Myy 0 ft.lbs y x � <br /> Syy 8.25 in^3 ����� �g�5� <br /> fbyy 0 psi <br /> FoE yy 360000 psi � p��� � <br /> KbE 0.438 �� <br /> Wxx Wyy <br /> Ra 7.659 <br /> FbE 8959 psi <br /> ka 0 d <br /> b <br /> USE: <br /> v 3.3.03 <br />