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A) RA =. KN, RB = KN 1 20 KN 45 KN/m 175 KN 1m v 1.5m 1m 1.5 m A B 3.00 m

A) RA =. KN, RB = KN 1 20 KN 45 KN/m 175 KN 1m v 1.5m 1m 1.5 m A B 3.00 m

Principles of Geotechnical Engineering (MindTap Course List)
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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Determine the Reactions on the supports of the Loaded Beams. 

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A) RA =. KN, RB = KN 1 20 KN 45 KN/m 175 KN 1m v 1.5m 1m 1.5 m A B 3.00 m
Transcribed Image Text:A) RA =. KN, RB = KN 1 20 KN 45 KN/m 175 KN 1m v 1.5m 1m 1.5 m A B 3.00 m
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