The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are Sx = 17 MPa, Sy = 29 MPa, and Sxy = 26 MPa. Assume β=tan^−1(b/a)=23.2∘, a = 7, and b = 3. Using the equilibrium equation approach, determine the normal and shear stresses σ (positive if tensile, negative if compressive) and ττ (magnitude only) at this point on the inclined plane shown.

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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: 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: vertical planes at the point are shown. Assume stress magnitudes of Sy-320 MPa, Sxy - 230 MPa.…

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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: 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°

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Q: equation approach, determine the normal and shear stresses o (positive if tensile, negative if…

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Q: a) Determine the magnitudes, and senses of the direct and shear stresses which

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Q: 2 KN.m 350 mm 50 mm 200 mm columna 175 mm 2 m 1 m 8 m

A: as support are simply suppourted.max BM= BMmax=wl28 =2*828 =16KNM

Q: ee surface of a machine component. Normal and shear stress magnitudes acting on horizontal and…

A: Radius of the circleR=(sx-sy2)2+sxy2R=(23.6-2.82)2+72R=12.54 ksisAVG=sx+sy2=23.6+2.82sAVG=13.2ksi

Q: In a 2 dimensional stress anal ysis, the state of stress at a point is shown below in which length…

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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.…

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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: 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, = 75 MPa and S, =…

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

Q: The stresses shown act at a point in a stressed body. The stress magnitudes are Sx = 50 MPa and S, =…

A: Determine the normal and shear stresses at this point on the inclined plane shown.

Q: In a 2 dimensional stress analysis, the state of stress at a point is shown below in which length of…

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

A: Given Data:   Sx=60 Mpa Sy=-230 Mpa β=49°   It is asked to calculate Normal stress and shear…

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Q: 1. A steel bar of circular cross section with 20mm diameter is supported by three springs and loaded…

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

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Q: The stresses shown act at a point in a stressed body. The stress magnitudes are S, = 85 MPa and S, -…

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

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Q: In a triaxial stress system, the six components of the stress at a point are: 0 = 6 MPa Try = 1 MPa…

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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: The stresses shown act at a point in a stressed body. The stress magnitudes are S,, - 95 MPa and S,…

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Q: z/2 r/2

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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.