E = 150GPa and I = 70 x 10^6 mm^4. Solve the slope at 5m from 6 kN/m 3 kN/m A BC tit 3m -0.000416rad D 4 kN/m + 3m

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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E = 150GPa and I = 70 x 10^6
mm^4. Solve the slope at 5m from A.
6 kN/m
3 kN/m
BC
tate
3m
-0.000416rad
-0.000355rad
-0.000483rad
-0.000224rad
4 kN/m
3m
Transcribed Image Text:E = 150GPa and I = 70 x 10^6 mm^4. Solve the slope at 5m from A. 6 kN/m 3 kN/m BC tate 3m -0.000416rad -0.000355rad -0.000483rad -0.000224rad 4 kN/m 3m
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