(a) Draw the stress element for point B at the top center of the bar (right end) and label the stress vectors acting on the element, including the stress magnitudes. (b) Draw the stress element for point C at the middle of the front face of the bar (right end) and label the stress vectors acting on the element, including stress magnitudes

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: The normal and shear stresses acting on element A are 6,650 psi, 17,600 psi, and 2,700 psi (see part…

A:

Q: 400 Material A 300 Material B 200 Material A 100 0.002 0.004 0.006

A: Solution: B) Given Data: Tensile load=88 kNElastic modulus of material A=150 GPaElastic modulus of…

Q: 3. Determine the principal stress, the maximum in-plane shear stress, and average normal stress.…

A:

Q: The rod has a diameter of 40 mm. Determine the state of stress at point A and draw the resulting 3-D…

A:

Q: For the stress block shown, what is OP2 if OP1 = 140 MPa (T)? A.60 MPa (T) 40 MPa B.60 MPa (C) C.20…

A: Calculations:σx=+120mpaσy=-40Mpaσ1=140mpagivenσ1=σx+σy2+σx-σy2+ζxy2140=120-402+120+4022+ζxy2140=40+8…

Q: 1.3 Two solid cylindrical rods AB and BC are welded together at B and loaded as shown. Determine the…

A: Determine the magnitude of the force P for which the tensile stress in rod AB has the same magnitude…

Q: Problem 4 : For the shown Mohr circle: a) What is the state of stress at the reference point A.…

A:

Q: 2.25. A system consists of two rigid end-plates, tied together by three horizontal bars as shown in…

A:

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.