If the principal stresses in a plane stress problem, are o1 = 100 MPa, o2 = 40 MPa, the magnitude of the maximum shear stress (in MPa) will be
Q: * The state of plane stress at a point is represented on the element shown in the figure. The…
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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: The invariants of a stress system at any point are 1 = -2 MPa, I2 = -15 MPa and I3 = 0 MPa Find…
A: Given Data : Invariants of stress system are :σx=I1=-2 Mpaσy=I2=-15 Mpaζxy=I3=0 Mpa
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: The state of stress at a point in a member is shown on the element. Suppose that σx = -50MPa , σy =…
A: Given Data: The value of σx=-50 MPa, σy=-120 MPa and τxy=-30 MPa The inclination of plane AB with…
Q: Q3. A thin rectangular plate of thickness t is subjected to stresses that can be represented by the…
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Q: A point On a free surface of a machine point (E = 214Gpa, G= 83Gpa) the stress state is shown on the…
A: GIVEN :- E = 214Gpa G= 83Gpa σy=15 MPaσx=-30 Mpaζxy=25 MPa
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: Find the normal, tangential and the resultant stress & its inclination on a plane making an angle of…
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Q: Q2 Figure Q2 shows few loadings applied on bar ABD. Suppose the diameter of the bar is A mm, and…
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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: 3. An element in a strained body is subjected to a tensile stress of 100 MPa and a shear stress of…
A: When an amount of force act on an object, then the force has the tendency to change the shape of the…
Q: Problem 1-5 The Cartesian components of stress at a point are given below : Oy = 5, Tyz = - 4,…
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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: Please find the question attached.
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Q: Two are connected by a knuckle jont, as shown in Fig by a pin of 40 mm in diameter. If a pull of 120…
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Q: 1- The principal stresses or a point in the section of a member are 50 MPa or 20 MPa both tensile.…
A: To find : The normal and shear stress. Given : The principal stresses are σ1=50 MPa. σ2=20 MPa.…
Q: 3. For the state of stress shown below, calculate the principal stresses and maximum shear stress.
A: σx = 90 Mpa σy = -60 Mpa Txy = 20 Mpa
Q: A body is subjected to a direct tensile stress of 300 MPa in one plane accompanied by a simple shear…
A: given data tensile stress = 300 MPa simple shear = 200 MPa to determine maximum shear stress
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: 5. The normal and shear stresses acting on one plane passing through a point in a soil mass are 120…
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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: Q4: For the following state of stresses, find 1- principal stresses. 2. Principal direction 3.…
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Q: In a biaxial state of stress, normal stress are 900 N/mm^2 and 100 N/mm^3 in x and y diretion…
A: Given data σx=900 MPaσy=100 MPaτxy=300 MPa
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
Q: e Q2 shows few loadings applied on bar ABD. Suppose the diameter of the bar is 60mm, and knowing…
A: Diameter of bar=60mm P1=13kNm, P2= 5 kNm and P3 = 12 kNm. a State of stresses at point H-Normal…
Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses…
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Q: Oy = 90MPA %3D Try 60MPA %3D Ox=20MPA
A: Given Data Normal stresses σx= 20MPa σy=90MPa Shear stress fxy=60MPa Main stresses are the…
Q: The stresses on an element are o, = -300 psi and o „=-600 psi. Find the maximum shear stresses on…
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Q: The state of stress at a point, for a body in place stress, is shown in the figure below. If the…
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Q: 1. Calculate the maximum stresses to occur in the hole and groove (groove) areas in the plate below,…
A: Given, Applied load (F)=5000N Width of the plate=200mm The thickness of the plate (t)= 25mm Diameter…
Q: At a point in a material, the principal stresses are 800 N/cm² and 300 N/cm² where both are tensile.…
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Q: A rectangular block of material is subjected to a tensile stress of 90 N/mm2 along X axis and a…
A: Given data: - The tensile stress on the block is σx = 90 N/mm2. The compressive stress on the block…
Q: 2- The normal stress in an inclined plane is 21.782 Mpa, the stress in the x-axis is 35 Mpa, in the…
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Q: What is the absolute maximum shear stress in [MPa] of the generalised plane stress shown with Oz =…
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Q: If a body is subjected to stresses in xy plane with stresses of 30N/mm² and 40N/mm² acting along x…
A: Data given- σx = 30 N/mm2 σy = 40 N/mm2 τ = 70 N/mm2
Q: The state of stress at a point, for a body in place stress, is shown in the figure below. If the…
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Q: The stresses acting on element A in the web of a train rail are found to be 'X (MPa)' tension in the…
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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: 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: 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: At a point in a given material the three dimensional state of stress is given by ox oy oz = 10 MPa…
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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…
A: Since we only solve upto three subparts at a time, we will solve the first three. Please specify the…
Q: 50 MPа B 80 MРа 80 MPа A 25 MPа 50 MPа
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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: 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: -1 Figure Q-1, below, shows Mohr’s circle for a point in a physical object that is subjected to…
A: Given: 1 grid square = 3 MPa
Q: hear stress element. Any stress components not shown are assumed to be zero. Work problem #4
A: Part A) First, draw the coordinate system and depict the given point in the below expression.
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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.-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. aAt 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 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.A spherical balloon is filled with a gas. The outer diameter of the balloon is 20 in. and the thickness is 0,012 in. Calculate the maximum permissible pressure in the balloon if the allowable tensile stress and the allowable shear stress in the balloon are 1 ksi and 0.3 ksi, respectively.
- A specimen used in a coupon test is shown in the figure. The stresses on element A are known to be sy= -1500 psi. Use Mohr’s circle to: (a) Find the stresses acting on the element oriented at an angle ?? = -35°. (b) Find maximum normal and shear stresses and show them on sketches of properly oriented elements.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.‘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 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..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 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.