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A steel plate of dimensions 2.5 ×1.2 ×0.1  m is hoisted by steel cables with lengths L1=3.2  m and L2= 3.9  m that are each attached to the plate by a clevis and pin (see figure). The pins through the clevises are 18  mm in diameter and are located 2.0  m apart. The orientation angles are measured to be θ=94.4^∘ and α=54.9^∘. For these conditions, first determine the cable forces T1 and T2, then find the average shear stress τaver in both pin 1 and pin 2, and then the average bearing stress bet
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