Q#2 Draw the Mohr,s circle for the stress element shown in figure. Determine the principal stresses and maximum in-plane shear stresses and also draw respective stress elements. Furthermore find out stresses on planes whose normal make an angle of 45 and 135 degress with x-axis. Show your results on stress elements. 60 MPa A 40 MPa 45 80 MPa A

Q#2 Draw the Mohr,s circle for the stress element shown in figure. Determine the principal stresses and maximum in-plane shear stresses and also draw respective stress elements. Furthermore find out stresses on planes whose normal make an angle of 45 and 135 degress with x-axis. Show your results on stress elements. 60 MPa A 40 MPa 45 80 MPa A

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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EB and FG are two planes inside a soil element ABCD as shown in Figure 10.50. Stress conditions on the two planes are Plane EB: EB = 25 kN/m2; EB = +10 kN/m2 Plane FG: FG = 10 kN/m2; FG = 5 kN/m2 (Note: Mohrs circle sign conventions for stresses are used above) Given ; = 25, determine: a. The maximum and minimum principal stresses b. The angle between the planes EB and FG c. The external stresses on planes AB and BC that would cause the above internal stresses on planes EB and FG
Plot mohr cirvle to find principal stresses Stress in Y direction 0
The solid circular section EF rod in the figure is fixed to the wall at point F. Forces P1 = 1 kN, P2 = 2 kN were applied from point D of the DE rod, which is rigidly connected to the rod. Calculate the stress states occurring at points A and B and show them on the small volume elements removed from these points. The diameter of the EF rod will be taken as d = 50 mm. Do not give answer in image and hand writing
Q#2 Draw the Mohr,s circle for the stress element shown in figure. Determine the principal stresses and maximum in-plane shear stresses and also draw respective stress elements. Furthermore find out stresses on planes whose normal make an angle of 45 and 135 degress with x-axis. Show your results on stress elements (10 marks)
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SHow complete solution and include necessary figure. At a point, the normal and shear stresses acting on one plane are 8,000 psf compression and 2,000 psf, respectively. On a perpendicular plane, the normal and shear stresses are 2,000 psf compression and 2,000 psf, respectively. (a) Draw the Mohr’s circle. (b) Determine the value of the principal stresses. (c) Find the angle between the plane on which the 8,000 psi compressive stress acts and the major principal plane. (d) What is the maximum shear stress acting at the point?