The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 24 kN, M = 16 kNm, L7= 2 m, L2 = 6, L3= 2 m and a=20 mm. Find, a. by double integration method, the EI& at the right end of the beam b. by double integration method, the maximum El6 between supports c. If w is spread over the entire length and P and M are interchanged, determine the midspan EI8 and deflection by moment - area method.

The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 24 kN, M = 16 kNm, L7= 2 m, L2 = 6, L3= 2 m and a=20 mm. Find, a. by double integration method, the EI& at the right end of the beam b. by double integration method, the maximum El6 between supports c. If w is spread over the entire length and P and M are interchanged, determine the midspan EI8 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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