Q5: - Draw the Mohr's Circle of the stress element 6 MPa shown in figure. Find: - A 6 MPa The stresses acting on inclined plane A-B with Y-axis. 60 6 MРа B
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Q: Draw the Mohr's Circle of the stress element shown in figure. Find:- 6 MРа A 6 MPa The stresses…
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Q: C ):- Draw the Mohr's Circle of the stress element shown in figure. Find:- principle stresses. 1)…
A: Consider the Mohr's circle as shown below.
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A: Given:σx=60 MPaσy=-18 MPaζxy=15 MPa
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Q: 14 ksi C ):- Draw the Mohr's Circle of the stress element shown in figure. Find:- 12 5 20ksi 1)…
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A: Given Data : σx=60 MPa σy = 0 τxy = 40 MPa.
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- .4 The stresses on an clement arc known to be sx= 120 MPa, sy= 100 MPa, and txy= 75 MPa. Find the stresses on an inclined section through the element at an angle ? = 45°.-26 A rectangular plate of dimensions 125 mm × 75 mm is subjected to tensile stress sy= 67 kPa and compressive stress a. If it is known that the normal stress along the diagonal t—t is ??t= -6.57 kPa, find stress ??y on element A. a‘7.3-11 The stresses on an element are sx= -300 psi and sy= 600 psi. Find the maximum shear stresses on the element and show them on a sketch of a properly oriented clement.
- Solve the preceding problem if the norm al and shear stresses acting on the element are sx = 2100 kPa, sy= 300 kPa, and txy= -560 kPa, and the seam is oriented at an angle of 22.5° to the clement.The stresses acting on an element are x= 750 psi, y= 600 psi, and xy = 400 psi. Determine the principal stresses and show them on a sketch of a properly oriented element.Determine the average normal stress developed at points A, B, and C. The diameter ofeach segment is indicated in the Figure below.
- 100 kN and 200 kN to the rectangular column in the figureTwo forces act in intensity. A and B according to givenon the stress element by finding the stresses atshow.When sheer force acting on beam at F=60kN,find the sheer stress that occurs on the n-n section and indicate the distribution of the sheer stressFind the maximum principal stress
- draw Mohr's Circle Diagram properly identifying all elements, find normal and shear principal stresses, determine angle (principal planes) rom x-axis to σ1The principal stresses at a point across two mutually perpendicular planes are 70 MN/m2 tension and 55 MN/m2 tension respectively. The shear stress across these planes is 25 MN/m2 (Counter clockwise). Determine the magnitude of the normal, tangential, the resultant stress, and inclination of resultant stress on a plane inclined at 25o to the plane of greater principal stress. And also verify the answer by drawing the Mohr’s circle.3. Listed below is a combination of stresses acting at a point and referred to axes x and y in an elastic material. Using Mohr’s circle of stress determine the principal stresses at the point and their directions for each combination. 1}sigmax -60 n/mm2 , sigmay -36n/mm2 ,TAUxy=5n/mm2 2}}sigmax 30 n/mm2 , sigmay -50n/mm2, TAUxy= 30n/mm2