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1228_Mechanics Homework Mechanics of Materials Solution

1228_Mechanics Homework Mechanics of Materials Solution -...

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Unformatted text preview: 10.40 The line of action of an axial load 1' is parallel to the geometric axis of the PROBLEM 10-40 column AB and intersects thex axis at x 2 1.2 in. Using E = 29 K 10‘ psi.. determine (a) the load P for which the horizontal deflection of the midpoint C of the column is 0.8 in., (b) the corresponding maximum stress in the column. SOLUTION w ago A: H-7 n.2, IJ .- 56.3 in", L= 24 H? 288 cm Le= 288M" 1" I PW 1: tr “IT (2‘:a10‘l(56.3) = “7418””: 1L. _ __ LeL ' (2212s)1 a: Iq‘l.23 kt‘rs mm] mow->3” COS (gg):jh~:+fi gr: %QNCOS j:+e.]z 2 MI! _ 1 = 0.34m $320.3an Pct: 67.7 miss .... MM 7 P (aw-“J =(Q7.'7)( 1.1+ 0.8) = 135.4 lap. In. +¥Qc §+m-fll+l3_sfi = “L3 ksl‘ 6%: SJ ‘ Hf! :3. ...
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