Determine whether the following stress functions satisfy the conditions of compatibility for a two-dimensional problem: $₁ = ax² + bxy + cy² $₂ = ax³ + bx²y + cxy² + dy³ Фг Here a, b, c, and d are constants. Also obtain the stress fields that arise from Þ₁ and Þ₂. (a) (b)

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A: P=10kNThe diameter of the bar =0.05mE= 200 GP a.To find reaction forces and stresses in all members.

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

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Q: 80 50 50 80

A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…

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.