The bar shown in the figure has a square cress section for which the depth and thickness are 40 mm. If an axial force of 800 n is applied along the centroidalaxis of the bar’s crosssectional area, determine the average normal stress and average shear stress acting on the material along (a) section plane a-a (b) section plane b-b.

Q: ) Write the equation for the neutral axis in the cross-section. b) Draw the normal stress…

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Q: The stresses shown act at a point in a stressed body. The stress magnitudes are Sx = 95 MPa and Sy =…

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Q: indicated in the figure. Using the equilibrium equation approach, determine the normal and shear…

A: Given data in question  Stresses Angle To find out  Normal and shear stresses

Q: A plate with a 1.5-cm diameter circular hole is exerted with the bending moment M = 40 N-m. The…

A: Given bending moment , M = 40 Nm Sy = 400 MPa width of plate, b =3-dia of hole =(3-1.5)cm depth, d =…

Q: point, another plane B, inclined at 45°, on the normal aly Mohr's stress circle technique to find…

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Q: A couple of magnitude M is applied to a square bar of side a. For each of the orientations shown,…

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Q: The stresses shown act at a point in a stressed body. The stress magnitudes are Sy = 60 MPa and Sy =…

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Q: The stresses shown act at a point in a stressed body. The stress magnitudes are S, = 75 MPa and 5, =…

A: Given data in question  Stresses Angle To find out Normal and shear stress

Q: The stresses shown act at a point in a stressed body.  The stress magnitudes are Sx = 75 MPa and Sy…

A: Given data in question  Normal stresses Angle To find out  Normal and shear stresses

Q: A thin rectangular plate having the dimensions of a -20 mm and b-12 mm is acted upon by a stress…

A: A rectangular plate given asThe resulting strain Need to findChange in length in diagonal AC and QB

Q: [0.0016 [o] = 0.0003 0 0.0003 0.0008 0 0 0 0.0004. a. Determine the strain matrix for this strain…

A: Data given Find:  (a) Determine the strain matrix for the given strain state if the x and y axes…

Q: The stresses shown act at a point on the free surface of a machine component. Normal and shear…

A: The given data is shown below: Sx=12.4 ksiSy=3.5 ksiSxy=3.6 ksiβ=29°

Q: The stresses shown act at a point in a stressed body. The stress magnitudes are Sx = 100 MPa and Sy…

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Q: W = 20000 N There is a gap between the aluminum bar and the rigid slab that is supported by two…

A: Solution:- By assuming no restrictions: We know that,              δT=αL∆T So, considering copper…

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

A: Normal stress acting on horizontal plane, Normal stress acting on vertical plane, Shear stress…

Q: he stresses shown act at a point in a stressed body. The stress magnitudes are Sx = 90 MPa and S, =-…

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Q: Show the type of stress distribution over the radius of the disk 3. How is the correspondence…

A: The area of the middle section of the rod is reduced with respect to both ends which means the disk…

Q: If the principal stresses in a plane stress problem, are 0₁ = 100 MPa, o₂ = 40 MPa, the magnitude of…

A: Given- Principal stresses- σ1=100 MPa,σ2=40 MPa, It is needed to find the magnitude of maximum shear…

Q: For the strain &¸ =&₂=0, Y=0.002828 (in x-y coordinate system) at a specific point in an isotropic…

A: Given:Required:Strain components in n-t cordinate system

Q: The stresses shown act at a point in a stressed body. The stress magnitudes are S, = 60 MPa and Sy =…

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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: At a point on the free surface of a stressed body, a normal stress magnitude of Sy = 61 MPa (C) and…

A: step 1-

Q: The stresses shown in the figure act at a point in a stressed body. The stress magnitudes are Sx =…

A: Given: The stress in the x-direction (Sx) is 170 MPa. The stress in the y-direction (Sy) is 85 MPa.…

Q: A hydraulic punch press is used to punch a slot in a 0.50-in.-thick plate, as illustrated in the…

A: The thickness of plate = o.5inch Plate Shear Stress =  27ksi  Circumference of the punching Area = a…

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

A: Given:- Sx=26 MPaSy=75 MPaSxy=10 MPa

Q: (a) A state of stress at a point is the result of two separate actions that produces the stress…

A: Given data Shear stress (τ) =-15 MPa Axial stress (σy) = -35 MPa θ1= 30°…

Q: 6) Across Plane #1, the state of stress is measured as: On 1.1 kb and os= 0.4 kb Across Plane #2…

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Q: Problem 7.2-18 The surface of an airplane wing is subjected to plane stress with normal stresses o,…

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Q: Question 2 Referring to the stresses on the surfaces of an element in Figure Q.1, determine : (a)…

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Q: he stresses shown act at a point on the free surface of a machine component. Normal and shear stress…

A: In design of structural member the body should remain in equilibrium not only with respect to…

Q: The stresses shown act at a point in a stressed body. The stress magnitudes are Sx - 60 MPa and Sy=…

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Q: The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on…

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Q: At a point on the free surface of a stressed body, a normal stress magnitude of Sy = 52 MP exist on…

A: To find unknown stresses

Q: The stresses shown act at a point in a stressed body. The stress magnitudes ares, indicated in the…

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Q: The stresses shown act at a point in a stressed body. The stress magnitudes are S, = 2000 psi, Sy =…

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Q: The stresses shown act at a point in a stressed body. The stress magnitudes are Sx = 100 MPa and S,…

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Q: Question 2: The plane strain values measured at the O point with the rosette in the figure are as…

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Q: Example 7-5: The state of plane stress at a point with respect to the xy- axes is shown in the…

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Q: 3. (a) A prismatic bar is subjected to an axial compressive stress of 85N/mm. Determine the i.…

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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.