Draw Mohr's circle that describes each of the following states of stress shown in Figure 5. 3 ksi 6 ksi 1 50 MPа 12 ksi 6 ksi 1 (a) (b) (c)
Q: 3. If o, = 30 ksi, o, = 20 ksi, and ty = 10 ksi, what is the maximum in-plane shear stress in ksi? →…
A: Given:σx=30 ksiσy=20 ksiζxy=10 ksi
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…
A: Given data:- σx=-20MPa,σy=90MPa,τxy=60MPa Center of mohr's circle=σx+σy2,0=-20+902,0=(35,0) Radius…
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: Stress Transformation & Mohrs Circle Consider a stress point in a structural member that is…
A: Given data: σx=60 MPaσy=90 MPaτxy=30 MPa Need to determine the principal stresses and maximum shear…
Q: Determine the equivalent state of stress if an element is oriented 20° clockwise from the element…
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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: - The state of plane stress at a point is shown on the element in Figure below. Represent this state…
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Q: Determine the equivalent state of stress on an element at the same point oriented 60° clockwise with…
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Q: A plane element is subjected to stress as shown in below figure. Determine the radius of the mohr…
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Q: Determine the principle stresses σ1, σ2, σ3 and their orientation φ, if σx, σy and σz are known as…
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Q: 800 N 120 N.m d = 8 cm 600 N Q /If the cross section of the femur can be approximated as a circular…
A: Stress due to eccentric axial load of 800N P1=P2=800N P2 and 800N will create a moment M=800(0.8)=64…
Q: Q1) The frame shown below is fixed at point Q and subjected to the axial load at free end in both…
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Q: The state of plane stress at a point is shown on the element in Figure below. Represent this state…
A: Given: The orientation of element, θ = 45° The stress along x-axis, σx = -10 ksi The stress along…
Q: At a point on the free surface of a machine part (E = 214 GPa, G = 83 GPa), the state of the stress…
A: Given:σx=-30 MPaσy=15 MPaζxy=25 MPa
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: 800 N D 120 N.m d = 8 cm 600 N Q / If the cross section of the femur can be approximated as a…
A: 1. Stress due to eccentric load of 800N P2 and 800N will create a momentMoment due to this…
Q: 4. The state of stress at a point, for a body in plane stress, is shown in the figure below. If the…
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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: In a volume element with dimensions dx, dy, dz the negative y-face has a 2 MPa stress in the…
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Q: Q.1) For the state of stress shown below, use stress transformation equations to determine the…
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Q: The stresses shown in the figure act at a point in a stressed body. If o = 239 MPa in the direction…
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Q: In thin spherical shell, the ratio of radial to circumferential stress is 1 (a) (b) 1 (с) 2 (d) 4
A: Given: Ratio of radial to circumferential stress in thin spherical shell.
Q: For the state of plane stress shown below, determine the principal stresses, the maximum in- plane…
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Q: The cross-sectional area shown is subjected to V = 600 kN and M =1000 kN-m. What is the flexural…
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Q: For the stress state shown in the figure below, use the Mohr’s circle method to determine (a) the…
A: This is a case of pure shear,therefore, Radius of the mohr circle…
Q: Determine the equivalent state of stress if an element is oriented 20° clockwise from the element…
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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: The state plane stress at a point is represented by the stress element below. Determine the stresses…
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Q: The stresses shown in the figure act at a point on the free surface of a machine component. If o =…
A: Loads acting on a body induces stresses in all directions at any point of the body. The point can be…
Q: For the state of stress shown in the figure, determine the stress component Txy so that the maximum…
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Q: The principal strains at a point on the aluminum surface of a tank are P1 = 630(10-6) and P2 =…
A: The principal strains are P1 = 630 x 10-6 and P2 = 350 x 10-6 as given in the question. It is…
Q: An element in plane stress is subjected to stresses: o, = 85 MPa, o, = -30 MPa, and y = 32MPA, as…
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Q: For the following state of stress, 48 MPa 16 MPa 60 MPa Find: i. The principal planes ii. The…
A: Given data: σx=16 MPaσy=-48 MPaτxy=60 MPa Need to determine the principal plane, principal stress,…
Q: For the state of plane stress, stress components are shown on the element in Figure Question 1: a)…
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Q: 3. Listed below is a combination of stresses acting at a point and referred to axes x and y in an…
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Q: 2.6. The principal stresses at a given point are ơ1 =10 ksi, o2 =5 ksi. Sketch Mohr's circle for…
A: givenσ1=10ksiσ2=5ksi
Q: The stress components at a point in a plate are o, = 70 MPa, oy = 50 MPa, z= 30 MPa, ơy = 10 MPa,…
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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: 1. If o, = 20 ksi, o, = 10 ksi, and txy = 30 ksi, what is the absolute maximum shear stress for the…
A: Calculated absolute maximum shear stress.
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: A state of stress at a point A is given by σx = -75 MPa, σy = 122 MPa, and τxy = -3.75 MPa. Which of…
A: Given σx = -75 MPa σy = 122 MPa τxy = -3.75 MPa
Q: qo M h For the given system; a) Draw internal force diagrams and determine the most critical…
A: Consider horizontally forward & vertically upward force as (+)ve and horizontally backward &…
Q: Determine the absolute maximum shear stress of the stress state acting on the element shown in the…
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Q: Determine the equivalent state of stress if an element is oriented 20° clockwise from the element…
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Q: * The state of plane stress at a point is represented on the element shown in the left figure. The…
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Q: F2. F3 F1 L2 A pipe is subjected to loads as shown in figure. The outer and inner diameters of the…
A: Given: The inner diameter of pipe, d = 79 mm The outer diameter of pipe, D = 99.2 mm The force along…
Q: * 'Determine the ox 30 MPa 10 MPa 20 MPa The state of plane stress at a point is represented on the…
A: find the segma x in oriented element.
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..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°.At 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
- 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 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.
- 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.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.-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
- .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.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 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.