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150 kN 150 kN 90 kN/m D. E W460 × 113 - 2.4 m - '0.8 m |0.8 m' 0.8 m

150 kN 150 kN 90 kN/m D. E W460 × 113 - 2.4 m - '0.8 m |0.8 m' 0.8 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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Question

For the beam and loading shown, determine the maximum normal stress due to bending on section a-a

150 kN 150 kN 90 kN/m D. E W460 × 113 - 2.4 m - '0.8 m |0.8 m' 0.8 m
Transcribed Image Text:150 kN 150 kN 90 kN/m D. E W460 × 113 - 2.4 m - '0.8 m |0.8 m' 0.8 m
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