The beam shown in figure has across-sectional area of 2000 mm2and depth 50mm. (40x50). The second moment of the area is 0.516x106mm4. The beam is subjected to a uniformly distributed load of 30kN/m. The modulus of elasticity of the beam is E=200GPa. Determine the vertical displacement and rotation at node 2.

The beam shown in figure has across-sectional area of 2000 mm2and depth 50mm. (40x50). The second moment of the area is 0.516x106mm4. The beam is subjected to a uniformly distributed load of 30kN/m. The modulus of elasticity of the beam is E=200GPa. Determine the vertical displacement and rotation at node 2.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter4: Shear Forces And Bending Moments

Section: Chapter Questions

Problem 4.3.17P: Find expressions for shear force V and moment Mat x = 2L/3 of beam (a) in terms of peak load...

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