Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MBa, Mac, Mca, Mco, Mpc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x10" KPa

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MaA, Mec, McB, Mco, Mpc
and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x10' KPa
1600 KN
1600 KN/m
800 KN/m
A
D
5.15m 3.36m
3.82m
3.82m
8.28m
b1= 0.45m
b2= 0.35m
b3= 0.40m
h1= 0.55m
h2= 0.60m
h3= 0.65m
B.
Transcribed Image Text:Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MaA, Mec, McB, Mco, Mpc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x10' KPa 1600 KN 1600 KN/m 800 KN/m A D 5.15m 3.36m 3.82m 3.82m 8.28m b1= 0.45m b2= 0.35m b3= 0.40m h1= 0.55m h2= 0.60m h3= 0.65m B.
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