The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 18 kN and M = 28 kNm, L1= 1 m, L2 = 6 m, L3= 3 m and a=32 mm. Find, a. by double integration method find the ElS at 2 m from the right support. b. by double integration method the maximum EIS between supports c. If w is spread over the entire length and P and M are interchanged, determine the midspan ElS and deflection by moment – area method y 4a w 10a A M B D la L2 L3 7a

The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 18 kN and M = 28 kNm, L1= 1 m, L2 = 6 m, L3= 3 m and a=32 mm. Find, a. by double integration method find the ElS at 2 m from the right support. b. by double integration method the maximum EIS between supports c. If w is spread over the entire length and P and M are interchanged, determine the midspan ElS and deflection by moment – area method y 4a w 10a A M B D la L2 L3 7a

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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