Q.2) For the shown structure, it is required to draw the normal stress distribution at section S-S. (neglect the own weight in your calculations) 3t 2 t/m 5 m 121 A -2m S 2 m 1m 1m B 30 cm 10 cm 10 cm 50 cm 10 cm Column Cross-section

Q: A cylindrical rod AB has a length ? = 80 cm and a diameter of ? = 2 cm. The modulus of elasticity is…

A: Given Length of Rod, L=80cm Diameter of rod=2 cm Modulus of elasticity, E=200 GPa Force, P=100 kN…

Q: Find the stress resultants N, V and M, draw the diagrams of the stress resultants (N,V,M). q =…

A: answer and diagrams are provided on the picture uploaded.Explanation:

Q: Figure 40° 3 ksi B 5 ksi 1 of 1 Determine the stress components acting on the inclined plane AB in…

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Q: The beam shown is subjected to two loads, one point and the other uniformly distributed. Determine…

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Q: Using finite element find :1.reaction and stress in all member | 文文 6m 6m 15.0 E-200 GPa D=0.05 m…

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

Q: Question 2 Referring to the stresses on the surfaces of an element in Figure Q.1, determine : (a)…

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Q: : Calculate and sketch the normal stress distribution acting over the cross section at section a-a.…

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Q: A pressurized cylindrical tank with flat ends is loaded by torques T and tensile forces P (see…

A: Given, r = 141 mm t = 6.5 mm p = 7.25 MPa T = 810 Nm

Q: The beam shown is hinged at one end. It is supported by two steel rods of equal length of 1.5m.…

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Q: 5. The state of stress at a point in a member is shown on the element. Determine the stress…

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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.