The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at () -1 the point are Sx = 26 MPa, Sy = 32 MPa, and Sxy = 36 MPa. Assume ß = tan = 14.0°, a = 4, and b = 1. Using the equilibrium equation approach, determine the normal and shear stresses o (positive if tensile, negative if compressive) and z (magnitude only) at this point on the inclined plane shown. Sxy a Answers: O = i MPа, т 3 i MPa.

The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at () -1 the point are Sx = 26 MPa, Sy = 32 MPa, and Sxy = 36 MPa. Assume ß = tan = 14.0°, a = 4, and b = 1. Using the equilibrium equation approach, determine the normal and shear stresses o (positive if tensile, negative if compressive) and z (magnitude only) at this point on the inclined plane shown. Sxy a Answers: O = i MPа, т 3 i MPa.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter10: Stresses In A Soil Mass

Section: Chapter Questions

Problem 10.1CTP: EB and FG are two planes inside a soil element ABCD as shown in Figure 10.50. Stress conditions on...

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