{[ promptMessage ]}

Bookmark it

{[ promptMessage ]}

1289_Mechanics Homework Mechanics of Materials Solution

1289_Mechanics Homework Mechanics of Materials Solution -...

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
Background image of page 1
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: 10.114 A 43-kip axial load 1’ is applied to the rolled-steel column BC at a point on PROBLEM 10-114 the x axis at a distance 9 = 2.5 in. from the geomeh'ic axis of the column. Using the allowablerstress method, select the wide-flange shape of 8-in. nominal depth that should be used. Use E = 29 X 10" psi. and a, = 36 ksi. SOLUTION Shed: E = 29000 ks: 6} e ac ks.‘ - 21! E 2Ti 2‘1000 Cg 'JTr t 2,: : IZG'IO L=BP= 46in. L;=2.L*192‘m .1 = r15205 ‘ Cg E5. = §+ifiofl$4¥fl°~754r = "3% _ 6 __1 r . -_..3.&,. _ ‘ 5m, - Fii‘ $929)} 1.3%[1 15(0325‘131 = I3.5‘l‘ it'u' B + Peg: :_ "'3 +(H3)(2.S)(4£‘7.495) ._—__- 4.1: + ”.53 =. 16.29 *5; A 33 1'3 31' > 13.5% Icar‘ (140+ «Hm-mt) APP!Q)(‘M§/*Q require} Ana “'63”: )(QlS) ‘—' 10.? in" Tr). wsxss rd: 2.03 1;;- = 99.52 < C; lea/3Y— = 0.750 as. = 1.295 6.. = rags Les; (43)g2.5)(j-8.ozc=3 = 1124 Lu: > 13.45 In: (nut- wow) («flood I Use “'8qu -‘ ...
View Full Document

{[ snackBarMessage ]}