Using Moment Distribution Method for the figure and then ,determine MAB, MaA, Mec, Mcs, Mco, Mọc and all reactions at support. Use I = 1/12 b(h') and E = 2.10x10' KPa "W/1.5, KN/m" C 4.55m b2= 0.45m 1.69m h2= 0.65m "Wx1m, KN" b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m "W/1.25, KN/m" AA

Using Moment Distribution Method for the figure and then ,determine MAB, MaA, Mec, Mcs, Mco, Mọc and all reactions at support. Use I = 1/12 b(h') and E = 2.10x10' KPa "W/1.5, KN/m" C 4.55m b2= 0.45m 1.69m h2= 0.65m "Wx1m, KN" b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m "W/1.25, KN/m" AA

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

w = 1445

Using Moment Distribution Method for the figure and then ,determine MAB, MaA, Mec, Mcs, Mco,
Mọc and all reactions at support. Use I = 1/12 b(h') and E = 2.10x10' KPa
"W/1.5, KN/m"
C
4.55m
b2= 0.45m
1.69m
h2= 0.65m
"Wx1m, KN"
b1= 0.65m
8.36m
h1= 0.65m
b3= 0.65m
7.20m
h3= 0.65m
"W/1.25, KN/m" AA

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