For the state of stress shown in the figure, determine the stress component Txy so that the maximum in-plane (xy-plane) shear stress is 80 MPa. 70 MPa Txy 120 MPa
Q: For the state of plane stress shown in Figure-1. below; a) Draw Mohr's circle, b) Find the maximum…
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Q: F 30° ød. 2 M. 10
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Q: Question 3) Plane stress state at a point is given in the figure. a) Calculate the principal…
A: τxy=10 Mpaσ1,2=σx+σy2±σx-σy22+τxy2 As it is case of pure shear so σx=0 and σy=0…
Q: The state of stress at a point in the machine element is shown in figure below. Determine the normal…
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Q: At a point in a stressed body, the principal stresses are oriented as shown in the figure. Use…
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Q: The state of plane stress at a point is represented on the element shown in the figure below. (a)…
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Q: 50 MPa 90 MPa 35 MPа 60 90 MPa 50 MPa 30
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Q: Q1// An element in the boiler is triaxially stressed, the stresses distribution is given by (see…
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Q: 90 MPA 60 MPA 20 MPA
A: Given that, σx=-20 MPa,σy=90 MPa,τxy=60 MPa, Steps to draw mohr's circle: 1. Take direct stress at…
Q: Ql: For the Figure shown below, determine (a) the principal stresses and show them on a sketch of a…
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Q: On the surface of a structural member, stresses are given as ox=67,9 MPa, oy=25,5 MPa and Ty=-24,3…
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Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…
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Q: The stress at a certain point is as shown in the figure. If the maximum in-plane shear stress…
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Q: A body is subjected to the following stresses: og=10 MPa, oy -2 MPa, oz =3 MPa. Which of the…
A: For plane stress or 2D stress element they should two are normal stresses and one is shear stress.…
Q: The state of stress at a point in a loaded solid is given as [5 0 2 [0]=|0 0 0 MPa [2 0 -5 (a)…
A: The normal stress in x-direction, σxx= 5 MPa The normal stress in z-direction, σzz = -5 MPa The…
Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…
A: The stepwise procedure to solve this problem is shown in the following attached image:
Q: 2.4. The stress at a point is defined by the components Og =0 MPa, Oyy =100 MPa, Oxy = Oyx = -40…
A: Given Data⇒σxx=0 MPaσyy=100 Mpaσxy=σyx=-40 MPaProblem definition⇒Problem says find principle…
Q: In a plane stress condition, the components of stress at point are ox = 20 MPa, ơy = 80 MPa and txy…
A: Given, Stress in x-direction = σx = 20 MPa Stress in y-direction = σy = 80 MPa Sheat stress in…
Q: (Q2: if a point is subjected to the state of stress shown in figure determined the principles stress…
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Q: A same circular plate with radius of Ro-560mm and thickness of h=7.42mm is considered here again.…
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Q: Q1) At a point in a structure subjected to plane stress, the stresses are o = 4100 psi, Gy = 2200…
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Q: If the principle stresses in a plane stress problem are 100 MPa and 40 MPa, then maximum shear…
A: As given in the question, Maximum principal stress = σ1 = 100 MPa Minimum principal stress = σ2 = 40…
Q: (7) For the state of plane stress shown in the figure, determine the normal and shear stresses…
A: Given data: The stress in the x-direction is σx=-50 MPa The stress in the y-direction is σy=0 MPa…
Q: At a point in a component, the state of stress is shown on the element below. Assume that the stress…
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Q: Current Attempt in Progress Consider a point in a structural member that is subjected to plane…
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Q: Lical planes at the polnt are Sx (a) Determine the principal stresses (o,l > Op2) and the maximum…
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Q: In the figure shown, determine the normal stresses at AD and BC shearing stress at bolt D + ,…
A: Given, tEDC = 10 mmwEDC = 50 mmtAD = tBC = 8 mmwAD= wBC = 36 mmd = 16 mmF = 20 kNLAD = LBC = 0.2 m…
Q: Oy Ot Txy Tnt Ox On (b) (a) On the surface of a structural member, stresses are given as ox=61 MPa,…
A: Given,
Q: Determine the equivalent stress state of an element oriented 30° clockwise with respect to the…
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Q: Determine the absolute maximum shear stress of the stress state acting on the element shown in the…
A: It is required to determine absolute maximum shear stress
Q: Consider a point in a structural member that vertical planes at the point are S, =26 MPa, S,= 19…
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Q: Oy Ot Txy a Tnt Ox On (b) (a) On the surface of a structural member, stresses are given as ox=67,9…
A: Given data: The stress in x-direction is σx=67.9 MPa The stress in y-direction is σy=25.5 MPa The…
Q: Problem 2. Amaterial element in plane stress is subjected to stresses: = -5000 psi Ox Oy = -2000 psi…
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Q: 934. If an element is subjected to the state of stress shown in Fig. P-934, find the principal…
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Q: * The state of plane stress at a point is represented on the element shown in the figure. The…
A: GIven σx=10MPaσy=30Mpaτ=20MPa
Q: An element in biaxial stress is subjected tostresses σx = -29 MPa and σy = 57 MPa, as shownin the…
A: To given thatσx=-29MPaσy= 57MPa we know thatσn=σx+σy2+σx+σy2cosθ+cxysin2θ…
Q: Question 3) Plane stress state ata point is given in the figure. L. a) Calculate the principal…
A: τxy=10 MPaσ1,2=σx+σy2±σx-σy22+τxy2 Since it is case of pure shear so σx=0 &…
Q: The greatest normal stress, b) The greatest shear stress, c) Calculate the shear stress at point a.
A: GIVEN :-Squre hollow bar : h=100mmlength : L=1100mmthickness: t=10 mm SOLUTION :- using force…
Q: For a semi-infinite half space, determine and plot the loading (shown in the figure as ????) if you…
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Q: A state of stress at a point A is given by ax = 29 MPa, oy =- 195 MPa, and txy = -3.751 Which of the…
A: Data given- σx = 29 MPa σy = 195 MPa τxy = -3.75 MPa
Q: Draw the Mohr's Circle of the stress element shown in figure. Find:- 14MPA 24 10 20 MPa The stresses…
A: Given Normal stress at X axis = 20 MPa Normal stress at Y axis = 14 MPa Slope of plane = 24 and 10…
Q: 3. At the point labeled A in the bracket below, the stresses are og = 4.8 ksi, o, = -1.2 ksi and Ty…
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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: = 6000 MPa, and Txy An element in plane stress is subjected to stresses, o, = 16000 MPa, o, Tyx =…
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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…
A: Given Normal stress at X axis = 20 MPa Normal stress at Y axis = 14 MPa Slope of plane = 24 and 10…
Q: The stresses shown act at a point in a stressed body. The stress magnitudes are 5x = 95 MPa and Sy=…
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Q: Try
A: Given Data : σx=60 MPa σy = 0 τxy = 40 MPa.
Q: 2.7. The principal stresses at a given point are o1 =10 MPa, ơ2=-100 MPa. Sketch Mohr's circle for…
A: Given data: The positive principal stress, σ1=10 MPa. The negative principal stress, σ2=-100 MPa.…
Q: The stresses shown in the figure act at a point in a stressed body. If o = 115 MPa in the direction…
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- -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.-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.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°.
- 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.The state of stress on an element of material is shown in the figure. Calculate the unit volume change of the element if the stresses x and y. are -20 ksi and 10 ksi, respectively. Assume E = 10,600 ksi and v = 0.33.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.
- -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.=-460kPaSolve 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 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.
- An element in plane stress on the surface of an automobile drive shaft (see figure) is subjected to stresses of crv = —45 MPa and rTb = 39 MPa (see figure). It is known that one of the principal stresses equals 41 MPa in tension. (a) Determine the stress (b) Determine the other principal stress and the orientation of the principal planes, then show the principal stresses on a sketch of a properly oriented element.An element in plane stress on the fuselage of an airplane (figure part a) is subjected to compressive stresses with a magnitude of 42 MPa in the horizontal direction and tensile stresses with a magnitude of 9.5 MPa in the vertical direction (sec figure part b). Also, shear stresses with a magnitude of 15.5 MPa act in the directions shown. Determine the stresses acting on an element oriented at a clockwise angle of 40g from the horizontal. Show these stresses on a sketch of an element oriented at this angle.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.