Computer · Structural Analysis
A horizontal beam PQRS has a fixed support at point P, an internal hinge at point Q, and a pin support at point R, with a free end at S. The segment lengths are PQ = 2 m, QR = 3 m, and RS = 1 m. A concentrated vertically downward load (V) of 10 kN can act at any point over the entire length of the beam. The maximum magnitude of the moment reaction (in kN·m) that can act at the support P due to V is:
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