C ):- Draw the Mohr's Circle of the stress element shown in figure. Find:- 1) principle stresses. 2) The maximum shearing stresses. 3) The stresses acting on inclined plane A-B with Y-axis.
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A: Given data as per question Normal sress in x axis =3 Mpa Angle =300
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A: τxy=10 Mpaσ1,2=σx+σy2±σx-σy22+τxy2 As it is case of pure shear so σx=0 and σy=0…
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A: Mohr's Circle of Generalized plane Stress.
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A: Given Data: The stress in the x-direction is, σx=-20 MPa. The stress in the y-direction is, σy=90…
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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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Q: shear stress in t
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Q: The articular Cartilage is subjected to plane stress with normal stresses ox , Oy and shear stress…
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Q: The state of plane stress at a point is represented on the element shown in the figure. The element…
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Q: Home Work 2 The articular Cartilage is subjected to plane stress ith normal stresses ox, Oy and…
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A: As per the guidelines, I can solve only first three sub-parts at a moment. For rest parts, please…
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A: The Mohr's circle is nothing but the representation of the stresses in the material on a circle. The…
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A: This problem can be simply solved by evaluating the normal stress in y-direction and shear stress…
Q: 14 ksi C ):- Draw the Mohr's Circle of the stress element shown in figure. Find:- 12 B 20ksi A 1)…
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Q: Question 2) arm of Figure B from point x z plane, a horizontal angle of θ = 44 ° angled F = 26…
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Q: find the normal stress and shear stress in the plane C in the element subjected to stress seen in…
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Q: The articular Cartilage is subjected to plane stress with normal stresses ox , o, and shear stress…
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Q: A lamina is subjected to normal stresses along x axis 50 N/mm 2 and y axis 75 N/ Find the normal and…
A: To find normal and tangential stress
Q: By using Mohr's circle on the element subjected to stresses in the figure; a) Find the principal…
A: GIVEN :-σx=-210 MPaσy=950 MPaζxy=70 MPaSOLUTION :-finding the center of Mohr's circle,Center:…
Q: Question 2) arm of Figure B from point x z plane, a horizontal angle of θ = 44 ° angled F = 26…
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Q: 1) For the state of stress shown in figure, use the Mohr's circle method to determine (a) The…
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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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Q: Draw the Mohr's Circle of the stress element shown in figure. Find:- 14MPª لاخرين 24 1 10 2 20 МРа…
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- 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.Solve the preceding problem for an element in plane stress on the bottom surface of a fuel tanker (figure part a); stresses are sx= 105 MPa, sy. = 75 MPa, and ??xy= 25 MPa. Determine the stresses acting on an element oriented at an angle ?? = 40° from the x axis, where the angle is positive when counterclockwise. Show these stresses on a sketch of an element oriented at the angle ??.The hollow drill pipe for an oil well (sec figure) is 6,2 in. in outer diameter and 0.75 in. in thickness. Just above the bit, the compressive force in the pipe (due to the weight of the pipe) is 62 kips and the torque (due to drilling) is 185 kip-in. Determine the maximum tensile, compressive, and shear stresses in the drill pipe.
- -4. - An element in plane stress is subjected to stresses ??x= 105 MPa, ??y= 75 MPa, and sxy= 25 MPa (see the figure for Problem 7.3-1). Determine the principal stresses and show them on a sketch of a properly oriented element.At a point on the web of a girder on an overhead bridge crane in a manufacturing facility, the stresses arc known to be x = —4300 psi, a = 1700 psi, and r = 3100 psi (the sign convention for these stresses is shown in Fig, 7-1). A stress clement located at the same point in the structure (but oriented at a counterclockwise angle 0, with respect to the _y axis) is subjected to the stresses shown in the figure {b, r», and 2100 psi). Assuming that the angle 8Xis between zero and 90°, calculate the normal stress trA, the shear stress ta, and the angle BvThe normal and shear stresses acting on element A are 6500 psi, 17,300 psi, and 2900 psi (see the figure b for Problem 7.2-5). Determine the maximum shear stresses and associated normal stresses and show them on a sketch of a properly oriented element.
- ‘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.An clement in plane stress is subjected to stresses a, and (see figure). Using Mohr’s circle, determine the stresses acting on an element oriented at an angle 0 from the x axis. Show these stresses on a sketch of an clement oriented at the angle 0. Now. The angle 0 is positive when count erclockwisc and negative when clockwise.A punch for making a slotted hole in ID cards is shown in the figure part a. Assume that the hole produced by the punch can be described as a rectangle (12 mm X 3 mm) with two half circles (r = 1.5 mm) on the left and the right sides. If P = 10 N and the thickness of the ID card is 1 mm, what is the average shear stress in the card?
- The stresses on an element are sx= 1000 Psi. sy= 500 psi, and txy= 350 psi. Find the stresses acting on an element oriented at an angle 0 = 250. Show these stresses on the rotated element.-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.=-460kPa-18 through 7.4-25 An clement in plane stress is subjected to stresses ax,ay., and txy. (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. 7.4-18 sx= 2900 kPa, sy= 9100 kPar,txy=-3750kPa