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Problem 4.38 Part A The load in (Figure 1) of 2490 lb is to be supported by the two vertical steel wires for which oy = 68 ks

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let tension in cable AB= TAB tension in cable . AL=TAC total load TAB + TAL=2490 lb Orial displacement = or PL AE for barlwirA=0.02 in? DAB=AAC for Barlwire AL ,P=TAL L=60.04 in E=29000 ksi both bar/wire are attached with load TABX60 a TAC 860.04 0.0150) 1500 TAC & TAC = 2490 lb TAC = 1244.58 ub TAB= 1245:42 Mb

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