Compute the reactions and draw the shear and moment curves for the beam in the Figure. Assume that support B settles 2 cm. The modulus of elasticity and the moment of inertia of the beam are E=210,000 N/mm2 and 4.8x10 mm respectively. (Use the Moment Distribution Method) A 2 m 250 kN 4 m B JY 227 DUX E 3 m 120 kN 3 m C

Compute the reactions and draw the shear and moment curves for the beam in the Figure. Assume that support B settles 2 cm. The modulus of elasticity and the moment of inertia of the beam are E=210,000 N/mm2 and 4.8x10 mm respectively. (Use the Moment Distribution Method) A 2 m 250 kN 4 m B JY 227 DUX E 3 m 120 kN 3 m C

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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