Using Slope Deflection Method for the figure below then , determine MAB, MaA, Mac, Mca, McD, Moc and all reactions at support. Use I = 1/12 b(h') and E = 2.10x10' KPa 1445 kN/m B 4.25m 5.15m b2= 0.55m b3= 0.75m 722.5 kN/m h2= 0.75m h3= 0.75m 9.95m L4, m b1= 0.75m 3.22m h1= 0.75m 3.28m D A

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Using Slope Deflection Method for the figure below then , determine MAB, MBA, Mac, McB, McD, Moc
and all reactions at support. Use I= 1/12 b(h') and E = 2.10x10" KPa
1445 kN/m
B
4.25m
5.15m
b2= 0.55m
b3= 0.75m
722.5 kN/m
h2= 0.75m
h3= 0.75m
L4, m
b1= 0.75m
9.95m
3.22m
h1= 0.75m
3.28m
D
A
Transcribed Image Text:Using Slope Deflection Method for the figure below then , determine MAB, MBA, Mac, McB, McD, Moc and all reactions at support. Use I= 1/12 b(h') and E = 2.10x10" KPa 1445 kN/m B 4.25m 5.15m b2= 0.55m b3= 0.75m 722.5 kN/m h2= 0.75m h3= 0.75m L4, m b1= 0.75m 9.95m 3.22m h1= 0.75m 3.28m D A
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