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Using Moment Distribution Method for the figure below then ,determine MAB, MBa, Mac, Mca, McD, Mpc and all reactions at support. Use I= 1/12 b(h') and E = 2.10x10' KPa 963.333 kN/m 4.55m 1.69m b2= 0.45m h2= 0.65m 1445 kN/m b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m A 1156 kN/m D

Using Moment Distribution Method for the figure below then ,determine MAB, MBa, Mac, Mca, McD, Mpc and all reactions at support. Use I= 1/12 b(h') and E = 2.10x10' KPa 963.333 kN/m 4.55m 1.69m b2= 0.45m h2= 0.65m 1445 kN/m b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m A 1156 kN/m D

Structural Analysis
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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Using Moment Distribution Method for the figure below then , determine MAB, MBa, Msc, Mcs, McD, Mọc and all reactions at support. Use I= 1/12 b(h') and E = 2.10x10' KPa 963.333 kN/m C 4.55m b2= 0.45m 1.69m h2= 0.65m 1445 kN/m b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m A 1156 kN/m
Transcribed Image Text:Using Moment Distribution Method for the figure below then , determine MAB, MBa, Msc, Mcs, McD, Mọc and all reactions at support. Use I= 1/12 b(h') and E = 2.10x10' KPa 963.333 kN/m C 4.55m b2= 0.45m 1.69m h2= 0.65m 1445 kN/m b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m A 1156 kN/m
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