P1 = 30 kN Р2 3D 20 kN %D В D 3 m 2.5 m 8 m 10 m

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter15: Slope Stability
Section: Chapter Questions
Problem 15.28P
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Solve for the reactions (Ra, Rb, Rc) and bending moments at supports (Ma, Mb, Mc) on the continuous concrete beam shown in the figure. Draw the shear and moment diagrams.
(Use the moment distribution method with constant section moment of inertia I)

P2
20 kN
P1 = 30 kN
В
2.5 m
3 m
10 m
8 m
B.
Transcribed Image Text:P2 20 kN P1 = 30 kN В 2.5 m 3 m 10 m 8 m B.
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