1.2 The cross-sectional area of bar ABCD is 600 mm². Determine the maximum normal stress in the bar. 25 kN 20 kN 30 kN D A -1.5 m-l- 3 m- 3 m-

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

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Q: A thin polymer plate PQR is deformed such that corner Q is displaced downward 0.0525-in. to new…

A: Given data a = 9 in. , b = 1 in.,  c = 3 in., and Δ= 0.0525 in.

Q: The state of plane strain at a point is ɛ, = 800 x 10-6, ɛ, = 200 x 10-6 and y, = -600 x 10-6, If…

A: To Find, Major principal stress = ?

Q: nt is shown on the

A: given:σx=102MPaτxx=124MPa

Q: 1. The plate below is attached to the vertical surface AB. Its top and bottom surfaces slide…

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Q: If the state of stress on the element is 4.5 MPa in each direction, find oavg. O 4.5 MPa 9 MPa O Mpa…

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

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Q: Problem 2 4 1 2 in 3 2 3 in 100 psi (a) Compute the unknown nodal displacements. (b) Compute the…

A: A beam element under axial load. The following information is given:Thickness (t) = 0.5 inE = psi…

Q: Consider the given state of stress. Take A= 16 MPa and B= 48 MPa. B 60 MPa

A: A=16 MPa B=48 MPa τ=60 MPa Formula used to find the principal planes tan2θ=2τA-B Here, θ is the…

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.