If the beam is subjected to a shear force of V=40kN, a. Compute the maximum shear stress b. Compute the shear stress 10mm below the uppermost part of the cross section of the beam

Q: Determine the maximum tensile and compressive bending stresses in the beam shown. 4 kN/m 10 kN 6 m B…

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Q: Consider a rectangular cross section with internal transverse shear. Which of the following is…

A: 1.Answer The magnitude of the transverse shear stress is ZERO at the top and bottom fibers of the…

Q: The internal shear force V at a certain section of an aluminum beam is 8.2 kN. If the beam has the…

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Q: 4.04 Compute the required diameter of a round bar to carry the load shown below, while limiting the…

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Q: Problem 5 Knowing that the ultimate stress at points A, B and D are 30 MPa, 155 MPa and 140 MPa…

A: Mz = M cos15 = 0.966 M My = M sin15 = 0.259 M Iz = 90×6033+30×10033+60×2033    = 16.64 x 106 mm4…

Q: 2. In the structure below, the vertical bar A has a modulus of elasticity of 210 GPa, a length of…

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Q: The internal shear force V at a certain section of an aluminum beam is 10.6 kN. If the beam has the…

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Q: 2. A beam with an inverted U section is loaded as shown. What is the max flexural stress developed…

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Q: The internal shear force V at a certain section of an aluminum beam is 11.4 kN. If the beam has the…

A: Using formula to find shear stress

Q: A beam shown below has a T-shaped cross section. Determine t maximum compressive stress of the beam.…

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Q: All forces applied in the system are in the (x - y) plane. The material point B at the top of the…

A: Consider the following diagram:

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.