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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- .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°.-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.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.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 BvAt 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.-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.=-460kPaThe 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.
- An element on the top surface of the fuel tanker in Problem 7.2-1 is in biaxial stress and is subjected to stresses a = -48 MPa and ay = 19 MPa, as shown in the figure. Using Mohr’s circle, determine the following. (a) The stresses acting on an clement oriented at a counterclockwise angle ?? = 25° from the x axis. (b) The maximum shear stresses and associated normal stresses. Show all results on sketches of properly oriented elements.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.An element on the top surface of the fuel tanker in Problem 7.2-1 is in biaxial .is in the and is subjected to stresses a, = 6250 psi and a. = -1750 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 ? = 550 from the x axis. (b) The maximum shear stresses and associated norm al stresses. Show all results on sketches of properly oriented elements.