{[ promptMessage ]}

Bookmark it

{[ promptMessage ]}

1289_Mechanics Homework Mechanics of Materials Solution

# 1289_Mechanics Homework Mechanics of Materials Solution -...

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

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 ]}