Q/Normal and shear stresses acting at the point is shown in Figure 1- Determine the principal stresses and the maximum shear stress acting at the point . Show these stresses in an appropriate sketch . 2- If the element is rotated 30 deg clockwise

Q: Mohr's circle is shown for a point in a physical object that is subjected to plane stress. Each grid…

A: Given Mohrs circle:As each grid square is 2 ksi in size

Q: Mohr's circie is shown for a point in a physical object that is subjected to plane stress. Each grid…

A: Given Data:Each grid square is 640 psiNeed to find(a) σx, σy, ζxyb σp1, σP2, ζmax-in-plane

Q: Draw the Mohr’s Circle. B. Determine the principle stresses and draw the corresponding stress…

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Q: For the stress element given below, use Mohr's Circle to determine the two principal stresses and…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: For the stressed elements allocated to you, find the values and sketch the orientations: a) Maximum…

A: Given data, Compressive stress along the y-axis, σy = -80 MPa Tensile stress along x-axis, σx= 40…

Q: Mohr's circle is shown for a point in a physical object that is subjected to plane stress. Each grid…

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Q: The rectangular plate is subjected to force P that causes elongation in the horizontal direction and…

A:

Q: 2xy tan20p 2 Principal stress: 01,2 = ) + Txy² (Ox-Gy)/2 -(0x-0y)/2 Ox+0y + Txy 2 tan20, σανg 2…

A: Given: σx=42 MPaσy=-57 MPaτxy=28 MPa

Q: 0=-80MPA o=20MPA 0=20MPA 0=-80MPA

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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.