A) Show the following on Mohr's stress circle:1-The value of direct stress in the plane of the maximum Shear stress.2-The angle of the maximum shear stress.3-The value of the shear stress on the principal plane.B) The direct stresses in two mutually perpendicular directions are 50 MN/m² (compressive)and 200 MN/m² (tensile) accompanied by shear stresses of intensity 100 MN/m² clockwiseon effect on the plane carrying 200 MN/m² stress. Using Mohr's Stress Circle, find theprincipal stresses, maximum shear stress, and their planes, the normal and tangentialstresses on plane inclined 30 clockwise to the planes of the 50 MN/m² direct stresses. Whatis the shear stress which acting alone that produce the same maximum principal stress.

Plotted values and labelled value that is asked in question A is shown in next step Further plane…

A) Show the following on Mohr's stress circle: 1-The value of direct stress in the plane of the maximum Shear stress. 2-The angle of the maximum shear stress. 3-The value of the shear stress on the principal plane. B) The direct stresses in two mutually perpendicular directions are 50 MN/m² (compressive) and 200 MN/m2 (tensile) accompanied by shear stresses of intensity 100 MN/m2 clockwise on effect on the plane carrying 200 MN/m² stress. Using Mohr's Stress Circle, find the principal stresses, maximum shear stress, and their planes, the normal and tangential stresses on plane inclined 30 clockwise to the planes of the 50 MN/m² direct stresses. What is the shear stress which acting alone that produce the same maximum principal stress.

A) Show the following on Mohr's stress circle: 1-The value of direct stress in the plane of the maximum Shear stress. 2-The angle of the maximum shear stress. 3-The value of the shear stress on the principal plane. B) The direct stresses in two mutually perpendicular directions are 50 MN/m² (compressive) and 200 MN/m2 (tensile) accompanied by shear stresses of intensity 100 MN/m2 clockwise on effect on the plane carrying 200 MN/m² stress. Using Mohr's Stress Circle, find the principal stresses, maximum shear stress, and their planes, the normal and tangential stresses on plane inclined 30 clockwise to the planes of the 50 MN/m² direct stresses. What is the shear stress which acting alone that produce the same maximum principal stress.

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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