really need asap please The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 21kN/m, P= 35 andM= 28kNm, L1= 2m, L2 = 5, L3 = 2m and a=35mm. Find,a. By double integration method, the Elổ at the right end of the beamb. By double integration, the maximum EIỗ between supportsc. If w is spread over the entire length and P and M are interchanged, determine themidspan Elô and deflection by moment – area method.ба10aMЗа

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The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 21kN/m, P= 35 and M= 28kNm, L1= 2m, L2 = 5, L3 = 2m and a=35mm. Find, a. By double integration method, the EId at the right end of the beam b. By double integration, the maximum EIô between supports c. If w is spread over the entire length and P and M are interchanged, determine the midspan Eld and deflection by moment – area method. ба 10a M За

The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 21kN/m, P= 35 and M= 28kNm, L1= 2m, L2 = 5, L3 = 2m and a=35mm. Find, a. By double integration method, the EId at the right end of the beam b. By double integration, the maximum EIô between supports c. If w is spread over the entire length and P and M are interchanged, determine the midspan Eld and deflection by moment – area method. ба 10a M 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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