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
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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
250 kN
2m 4m
B
JOY
3 m
120 kN
*
3 m
C
Transcribed Image Text: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 250 kN 2m 4m B JOY 3 m 120 kN * 3 m C
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