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PROBLEM 1. The 2014 T6 aluminum alloy beam in the figure carries a uniformly distributed load of w = 100 kN/m. Calculate the deflection

PROBLEM 1. The 2014 T6 aluminum alloy beam in the figure carries a uniformly distributed load of w = 100 kN/m. Calculate the deflection and slope of free end C by using Castigliano's theorem. W A B -1.5 m -1.5 m T 200 mm H20 mm Ti 200 mm 20 mm C

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