21.333 KN 20 kN 1 kN/m 30 kN 34.667 kN x (m) 0 2 5 6

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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The beam has a breadth of 40mm and a depth of 60mm, E=210 GPa. The beam is 6m long, supported at both ends. Has a point load of 20kN at 2m, a point load of 30kN at 5m and a UDL of 1kN/m across its length. derive equations for the slope and displacement and find the maximum displacment for the beam.

21.333 KN
20 kN
1 kN/m
30 kN
34.667 kN
x (m)
0
2
5
6
Transcribed Image Text:21.333 KN 20 kN 1 kN/m 30 kN 34.667 kN x (m) 0 2 5 6
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