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The beam supports the loads as shown in the figure. Using E= 200 GPa, w = 16KN/m, P= 16kN and M= 24kNm, L1 = 3m, L2 = 5, L; = 2m and a=35mm. Find, a. Find the moment of Inertia b. By double integration method, the Eld at the right end of the beam c. By double integration, the maximum Elô between supports d. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan EIS and deflection by moment – area method Strictly show all of the free body diagrams used upon solving the problem. Complete solution is a must. 4a A/O -x 10a D

The beam supports the loads as shown in the figure. Using E= 200 GPa, w = 16KN/m, P= 16kN and M= 24kNm, L1 = 3m, L2 = 5, L; = 2m and a=35mm. Find, a. Find the moment of Inertia b. By double integration method, the Eld at the right end of the beam c. By double integration, the maximum Elô between supports d. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan EIS and deflection by moment – area method Strictly show all of the free body diagrams used upon solving the problem. Complete solution is a must. 4a A/O -x 10a D

Structural Analysis
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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The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 16kN and M= 24kNm, L1 = 3m, L2 = 5, L; = 2m and a=35mm. Find, a. Find the moment of Inertia b. By double integration method, the Eld at the right end of the beam c. By double integration, the maximum Elô between supports d. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan EIS and deflection by moment – area method Strictly show all of the free body diagrams used upon solving the problem. Complete solution is a must. 4a A/o -х 10а D la 7a
Transcribed Image Text:The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 16kN and M= 24kNm, L1 = 3m, L2 = 5, L; = 2m and a=35mm. Find, a. Find the moment of Inertia b. By double integration method, the Eld at the right end of the beam c. By double integration, the maximum Elô between supports d. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan EIS and deflection by moment – area method Strictly show all of the free body diagrams used upon solving the problem. Complete solution is a must. 4a A/o -х 10а D la 7a
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