Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. 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, L3 = 2m and a=25mm. Find, a. By double integration method, the EIô at the right end of the beam b. By double integration, the maximum EIô between supports c. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan Eld and deflection by moment – area method y ба w B. -х |10a D M L1 За

Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the complete solution. 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, L3 = 2m and a=25mm. Find, a. By double integration method, the EIô at the right end of the beam b. By double integration, the maximum EIô between supports c. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan Eld and deflection by moment – area method y ба w B. -х |10a D M L1 За

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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