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The beam has a fixed support at A and is loaded by two forces and a couple. Draw the free-body diagram of the beam and apply equilibrium to determine the reactions at A 4 kN 2 kN 6 kN-m 60° m++-1.5 m 1.5 m

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HKN KN AneY Iiwevn ト5m 2 Sin 60 lhe givtn beam end ef the Leam. omponent m pone

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