really really need asap Note: Please show all of the free body diagrams used and also show the complete solution.The beam supports the loads as shown in the figure. Using E = 200 GPa, w= 16KN/m, P= 16KNand M = 24kNm, L1 = 3m, L2 = 5, L3 = 2m and a=35mm. Find,a. By double integration method, the EI8 at the right end of the beamb. By double integration, the maximum EIô between supportsc. If w is spread over L1 and L2, and P and M are interchanged, determine the midspan EIôand deflection by moment – area method|4ayP.wA-х 10аL1a7a

Deflection will be determined by the first mentioned method i.e. double integration.For other…

Note: Please show all of the free body diagrams used and also show the complete solution. 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, L3 = 2m and a=35mm. 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 EId and deflection by moment – area method|

Note: Please show all of the free body diagrams used and also show the complete solution. 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, L3 = 2m and a=35mm. 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 EId and deflection by moment – area method|

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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