5 As shown in Figure, two aluminum rods AB and BC, hinged to rigid supports, are pinned together at B to carry a vertical load P 0.60 in and E=D10 x 10° psi, compute the elongation of each rod and the horizontal and vertical displacements of point B. Assume a = 6000 lb. If each rod has a cross-sectional area of =D30° and 0 =30°. L 10 ft

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