4. The stresses at the point in a loaded member are represented in the figure. Calculate and sketch (1) the principal stresses and (2) the maximum shearing stresses _60 MPa with the associated normal stresses. 40 MPa

Q: Sxy

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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

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

A: Given data: Sx=-12 ksiSy=33 ksiSxy=17 ksi

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Q: ● The maximum shearing stress. ● The principal stresses and planes.

A: This question has been taken from solid mechanics

Q: 3. For the state of stress shown below, calculate the principal stresses and maximum shear stress.…

A: Given data  σx = 90 MPa  σy = -60 MPa τxy = 20 MPa

Q: The stresses shown act at a point in a stressed body. The stress magnitudes are Sx = 55 MPa and Sy =…

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Q: Figure 3

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Q: PLEASE WRITE LEGIBLY, COMPLETE SOLUTIONS WITH THE DRAWING. THANK YOU! The figure below are 2 solid…

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Q: gure. At a temperature of -20°C, the gap A = 2.5 mm. Find the temperature at ress in the bar will be…

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A: E = 60 GPa = 60x103 N/mm2

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Q: For the beam shown below, b = 5 in and h = 12 in.  If the beam is subjected to a transverse shear…

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Q: The stresses shown act at a point in a stressed body. The stress magnitudes are S, - 70 MPa and Sy =…

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A: Given:- Sx = 24 MPa, Sy = 81 MPa, and Sxy = 16 MPa To find:- (a) Determine the principal stresses…

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

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Q: The stresses shown act at a point in a stressed body. The stress magnitudes are Sx = 70 MPa and Sy=…

A: Sx =70 MPaSy = -230 MPa.β = 52°

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Q: h В h h В t P+ 45° 45° B-B section

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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.