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A rigid beam AFBC in Fig.3 is supported by a hinged joint at A and connected to a vertical post BD by a hinged connection at

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PEyoKN 20kN=P FB OKN 6 BD FBD Area-cur-Cros-setionde BD- omm smm By equation = 8.998 Condition )-(Are Csiygle-Shea. LPinot Ab 15x15) mm

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