For the beam shown in the figure, find the shear stress at a point 30 mm above the bottom of the beam at section C. 50 mm |14 kN 3 m +1.5 m B 100 mm I = 19.3 × 106 mm* D - NA A 62.5 mm 50 mm 100 mm

Q: Let strain rosette shown in figure computed the values of strains at the built in end and in NA of…

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Q: Q2: Plot the intensity of the shear stress distributed over the cross section of the strut if it is…

A: Shear force (V) = 600 KN  Determine the shear stress distribution over the section.

Q: 14 kips. Consider only flexural deformations. | A B 7'-

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Q: The shear center of the U-section element given in the figure below is shown with S and its…

A: step 1-

Q: Draw the diagram of normal forces, stresses and displacements along the length of the stepped bar…

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Q: (2) (1) Pe с B L2 Li

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Q: The bar shown determines: a) The internal force in section AB, BC and CD. b) The approach or…

A: Given, Cross sectional area=50 mm2 Modulus of elasticity=200×109 Pa

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.