Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 9-3. Determine the reactions at the supports, then draw the moment diagram. The moment of inertia for each segment is shown in the figure. Assume A and C are rollers and B is a pin. Take E = 200 GPa. 6. B. 40 kN 20 kN 20 kN IAB = 120(10°) mmLD IBC = 90(10°) mm %3D -3 m 3 m -3 m- -4 m- 4 m- iq s zi 8 omua2A 2noiloco högqua on nimmote Jns Prob. 9-3olloT o bms A brsarrow_forwardGiven: Consider the cantilever beam shown below. PB = 8 kip 5' A P₁ = 16 kip 15' Required: Compute the reactions at point C. Barrow_forward10-11. Determine the reactions at the supports, then draw the moment diagram. Assume A is a pin and B and C are rollers. El is constant. 600 lb/ft IB 15 ft 15 ftarrow_forward
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