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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Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

statically indeterminate structures using force method

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

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