Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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The beam supports the loads as shown in the figure. Using E= 200 GPa, w = 16KN/m, P= 25kN and M= 22kNm, L1 = 2m, L2 = 8, L; = 2m and a=25mm. Find, a. Find the moment of Inertia b. By double integration method, the EIð at the right end of the beam c. By double integration, the maximum Eld between supports d. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan El6 and deflection by moment – area method Strictly show all of the free body diagrams used upon solving the problem. Complete solution is a must. ба B. |10a M -L3 За
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Transcribed Image Text:The beam supports the loads as shown in the figure. Using E= 200 GPa, w = 16KN/m, P= 25kN and M= 22kNm, L1 = 2m, L2 = 8, L; = 2m and a=25mm. Find, a. Find the moment of Inertia b. By double integration method, the EIð at the right end of the beam c. By double integration, the maximum Eld between supports d. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan El6 and deflection by moment – area method Strictly show all of the free body diagrams used upon solving the problem. Complete solution is a must. ба B. |10a M -L3 За
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