Use Mohr's Circle to determine the stresses on plan BD for the element shown below. 26.4 psi 3.7 psi 11.8 psi 30° А 17.5 psi 6 psi , 8 psi 60° 45° B 8. 8 psi 24 psi

Q: 1 - A bronze rod 3 m long with a cross sectional area of 320 mm² is placed between two rigid walls…

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Q: For the following plane reinforcement, determine the axial stress in the element 1. Consider P = 300…

A: L1 = L2 = 40 in P = 300 lb Area of cross section = 2 in2.Angle θ = 45Let T be the tension in each…

Q: b a d

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Q: Find the Normal Stress at points A, B, and C in the Rod below. Dimensions given are diameters. 1 in.…

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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.