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Given is the 200mm X 400 mm rectangular beam below. 9 KN 7.50 kN/m 1.50 kNm A B 1.50m the left end at the underside of the beam?? 400 mm 7.50m 200 mm R₂ R₁ Figure 1 Compute the flerural stress developed in MPa at a distance 1.50m from

Given is the 200mm X 400 mm rectangular beam below. 9 KN 7.50 kN/m 1.50 kNm A B 1.50m the left end at the underside of the beam?? 400 mm 7.50m 200 mm R₂ R₁ Figure 1 Compute the flerural stress developed in MPa at a distance 1.50m from

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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Given is the 200mm X 400 mm rectangular beam below. 9 kN 7.50 kN/m 400 mm 1.50 kNm A 1.50m 7.50m 200 mm R2 Figure 1 Compute the flerural stress developed in MPa at a distance 1.5Om from the left end at the underside of the beam??
Transcribed Image Text:Given is the 200mm X 400 mm rectangular beam below. 9 kN 7.50 kN/m 400 mm 1.50 kNm A 1.50m 7.50m 200 mm R2 Figure 1 Compute the flerural stress developed in MPa at a distance 1.5Om from the left end at the underside of the beam??
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