A symmetrical framework consisting of threepin-connected bars is loaded by a force P (see figure).The angle between the inclined bars and the horizontalis α = 52°. The axial strain in the middle bar ismeasured as 0.036.Determine the tensile stress in the outer bars ifthey are constructed of a copper alloy having the followingstress-strain relationship:σ = 18,000ε/(1 + 300ε) 0 ≤ ε ≤ 0.03 (σ= ksi)
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