The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes atthe point are Sx = 17 MPa, Sy = 56 MPa, and Sy = 26 MPa. Assume B= tan-1= 14.0°, a = 4, and b = 1. Using the equilibriumequation approach, determine the normal and shear stresses o (positive if tensile, negative if compressive) and z (magnitude only) atthis point on the inclined plane shown.Answers:O =iMPa, t =iMPа.

Answered: Image /qna-images/answer/9ba4ca76-f085-4d1e-89a8-d0cc1d278720.jpg

he stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at () he point are Sx = 17 MPa, Sy = 56 MPa, and Sxy = 26 MPa. Assume ß = tan¬! = 14.0°, a = 4, and b = 1. Using the equilibrium quation approach, determine the normal and shear stresses o (positive if tensile, negative if compressive) and 7 (magnitude only) at his point on the inclined plane shown. a answers: i MPa, t = i MPa.

he stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at () he point are Sx = 17 MPa, Sy = 56 MPa, and Sxy = 26 MPa. Assume ß = tan¬! = 14.0°, a = 4, and b = 1. Using the equilibrium quation approach, determine the normal and shear stresses o (positive if tensile, negative if compressive) and 7 (magnitude only) at his point on the inclined plane shown. a answers: i MPa, t = i MPa.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 8.6P: Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in...

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