In the frame shown, compute the end moments of the beams using moment distribution method. the column section is 400x400 mm while the beam section is 300 x 700 mm. Limit the distribution to 4th distribution 20 KN 15KN C A 6M 4M

In the frame shown, compute the end moments of the beams using moment distribution method. the column section is 400x400 mm while the beam section is 300 x 700 mm. Limit the distribution to 4th distribution 20 KN 15KN C A 6M 4M

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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Question

In the frame shown, compute the end moments
of the beams using moment distribution
method. the column section is 400x400 mm
while the beam section is 300 x 700 mm. Limit
the distribution to 4th distribution
20 KN
F
15KN
A
6M

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