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TSE Engineering Job# <br /> By: <br /> Page: ��°'� <br /> PORCH COLUMN <br /> Overall End Conditions Intermediate Supports Loading <br /> Length Ke� 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 Pro ep rties <br /> b d C� 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 Fb� 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 /> K�E 0.3 <br /> F�E 1182 psi fc(perp)/ Fc(perp)' = 1.555 <br /> c 0.8 55.5 % Overstress <br /> ki 1.428163 <br /> k2 1.606326 ALLOWABLE AXIAL LOAD = 11687 Ibs. <br /> Cp 0.76989 And For Fc(perp)' Controlling = 7516 Ibs. <br /> Fc' 708 p5i � �� <br /> M� 0 ft.lbs �: �/t Z )/ <br /> S� 15.13 in^3 � � ��� �Z���� r �C�� 1J � <br /> fb� 0 psi te � <br /> F�E� 1182 psi P axial �tt� „�� <br /> Fb�' 776 psi �'�2 ��,�1�� � <br /> ks 0 x� , y ��'�F��'� ff <br /> 4� � <br /> Myy 0 ft.lbs y x 1941�i'� �'�9°"°�� '' �������P�� <br /> Syy 8.25 in^3 � � <br /> fbyy 0 psi P•� <br /> F�E yy 360000 psi <br /> KbE 0.438 Wxx <br /> RB 7.659 W yy <br /> FbE 8959 psi <br /> ka 0 d <br /> b <br /> usE: t/'��z�l(a �' �t���a�,��F <br /> v 3.3.03 <br />