4. The state of stress at a point, for a body in plane stress, is shown in the figure below. If the minimum principal stress is 10 kPa, then the normal stress oy(in kPa) is (A) 9.45 (B) 18.88 (C) 37.78 ID) 75.50
Q: Figure Q2 shows that state of stress at a point within a loaded body consists of a combination of…
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Q: At a point in a stressed body, the cartesian components of stress are Oxx = 60 MPa, Guy = -40 MPa,…
A: Given Data σxx=60 Mpa σyy=-40 Mpa σzz=20 Mpa τxy=-40 MPa τyz=20 MPa τxz=30 MPa Stress tensor,…
Q: 6. In a plane stress condition, the components of stress at a point are o, =20 MPa, oy =80 MPa and…
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Q: For the state of plane stress shown in Figure-1. t a) Draw Mohr's circle, b) Determine the maximum…
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Q: If the principal stresses in a plane stress problem, are o1 = 100 MPa, o2 = 40 MPa, the magnitude of…
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Q: stress, is shown in the figure below. If the minimum stress, is shown in the figure below. If the…
A: Given: The state of stress at a point,σx=100 kPaτxy=50 kPaσ2=10 kPa(minimum principal stress)
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Q: The state of plane stress at a point is shown on the element in Figure below. Represent this state…
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Q: Complete the Circle of Mohr depicted in the figure.
A: According to the given details in the question.The Mohr Circle is Completed
Q: B) The Figure shows Mohr's circle for a point in a physical object that is subjected to plane…
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Q: Q3/ Using Mohr's circle find out the principle stresses and the maximum shear stress and the stress…
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Q: Bi-axial state of stress at a point is shown below. What will be the value of principal stresses and…
A: From the given figure, σx = 100 MPa σy = 80 MPa τxy = 50 MPa
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Q: The state of plane stress at a point is represented on the element shown in the figure below. (a)…
A: Given details: σx=16 MPa, σy=0, ζxy=-10MPa Formula for principal stress: σ12=σx+σy2±σx-σy22+ζxy2…
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A: Solution: All the parts have been answered below with necessary explanation:
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Q: For the state of plane stress, stress components are shown on the element in Figure Question 1: a)…
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Q: An element in plane stress is subjected to stresses: 0, = 17 MPa, o, = 12 MPa, and Txy = 15MPa, as…
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Q: 10 MPa 9. Using Mohr's circle, for the figure at the right, determine: a) The angle to the principal…
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Q: Q2) Look at the Mohr Circle and find (the scale is 1 cm-10 MPa) 1. Normal and shear stress at points…
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- -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-18 through 7.3-22 An element in plane stress (see figure) is subjected to stresses o, a., and (a) Determine the principal stresses and show them on a sketch of a properly oriented element. (b) Determine the maximum shear stresses and associated normal stresses and show them on a sketch of a properly oriented element. 7.3-18 a=2I50kPa, ay=375kPa.Txy.=-460kPaAt a point on the surface of an elliptical exercise machine, the material is in biaxial stress with t = 1400 psi and trv = —900 psi, as shown in the figure part a. The figure part b shows an inclined plane aa cut through the same point in the material but oriented at an angle ft Determine the value of the angle 6 between zero and 90° such that no normal stress acts on plane aa. Sketch a stress clement having plane aa as one of its sides and show all stresses acting on the 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.The polyethylene liner of a settling pond is subjected to stresses ax= 350 psi. a = 112 psi. and = -120 psi, as shown by the plalte-stress element in the figure part a. Determine the normal and shear stresses acting on a seam oriented at an angle 01300 to the element, as shown in the figure part b. Show these stresses on a sketch of an element having its sides parallel and perpendicular to the seam.
- .4-2 An element in uniaxial stress is subjected to tensile stresses sx= 57 MPa. as shown in the figure. Using Mohr’s circle, determine the following. (a) The stresses acting on an clement oriented at an angle 0 = 33° from the x axis (minus means clockwise). (b) The maximum shear stresses and associated normal stresses. Show all results on sketches of properly oriented elements.-18 through 7.3-22 An element in plane stress (see figure) is subjected to stresses o, a., and (a) Determine the principal stresses and show them on a sketch of a properly oriented element. (b) Determine the maximum shear stresses and associated normal stresses and show them on a sketch of a properly oriented element.-18 through 7.4-25 An clement in plane stress is subjected to stresses a,, ay., and axy. (see figure). Using Mohr’s circle, determine (a) the principal stresses and (b) the maximum shear stresses and associated normal stresses. Show all results on sketches of properly oriented elements.
- -27 A square plate with side dimension of 2 in. is subjected to compressive stress a and tensile stress The stresses on element A oriented at angle ?? x1=45° aresy1= 75 psi. tx1y1= 275 psi. . Find the state of stress on the element lilt is rotated clockwise to align the x3 axis with the horizontal x axis.An element in pure shear is subjected to stresses ??xy= 3750 psi, as shown in the figure. Using Mohr’s circle, determine the following: (a) The stresses acting on an clement oriented at a slope of 3 on 4 (sec figure). (b) The principal stresses. Show all results on sketches of properly oriented elements.• - 7.4-7 An element on the surface of a drive shaft is in pure shear and is subjected to stresses ??xy= 2700 psi, as shown in the figure. Using Mohr’s circle, determine the following. (a) The stresses acting on an element oriented at a counterclockwise angle ?= 52° from the y axis. (b) The principal stresses. Show all results on sketches of properly oriented elements.