Please answer the engineering problem as soon as possible. Thank you! The beam supports the loads as shown in the figure. Using E=200 GPa, w = 22 kN/m, P = 35 kN and M = 28 kNm, L1= 2 m, L2 = 5 m,L3= 2 m and a=40 mm. Find,a. by double integration method, the ElS at 1 m from the right support.b. by double integration method, the maximum ElS between supports ic. If w is spread over the entire length and P and M are interchanged, determine the midspan Eld and deflection by moment – areamethod.8ala10aMBL1L2L3aЗа

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The beam supports the loads as shown in the figure. Using E=200 GPa, w = 22 kN/m, P = 35 kN and M = 28 kNm, L1= 2 m, L2 = 5 m, L3= 2 m and a=40 mm. Find, a. by double integration method, the Eld at 1 m from the right support. b. by double integration method, the maximum EIS between supports i 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. 8a la 10a M B L1 L2 L3 a За

The beam supports the loads as shown in the figure. Using E=200 GPa, w = 22 kN/m, P = 35 kN and M = 28 kNm, L1= 2 m, L2 = 5 m, L3= 2 m and a=40 mm. Find, a. by double integration method, the Eld at 1 m from the right support. b. by double integration method, the maximum EIS between supports i 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. 8a la 10a M B L1 L2 L3 a 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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