statically indeterminate structures using force method #9-40. The beam is fixed at A and supported at its otherad by a tie rod BC. Determine the reactions at A, and theforce in the tie rod. Take Efor the beam, and Arod is 5-m long, and neglect the thickness of the beam andits deformation due to axial force.200 GPa, I = 55(10°) mm*600 mm2 for the bar. Assume theC3 mA2 m2 m50 kNProb. 9-40

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end by a tie rod BC. Determine the reactions at A, and the #9-40. The beam is fixed at A and supported at its other force in the tie rod. Take E = 200 GPa, I = 55(10°) mm* %3D for the beam, and A rod is 5-m long, and neglect the thickness of the beam and its deformation due to axial force. 600 mm2 for the bar. Assume the bas 3 m 2 m 2 m 50 kN

end by a tie rod BC. Determine the reactions at A, and the #9-40. The beam is fixed at A and supported at its other force in the tie rod. Take E = 200 GPa, I = 55(10°) mm* %3D for the beam, and A rod is 5-m long, and neglect the thickness of the beam and its deformation due to axial force. 600 mm2 for the bar. Assume the bas 3 m 2 m 2 m 50 kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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