Required information For the beam and loading shown, consider section n-n. It is given that P= 226 kN. 50 mm 50 mm 150 mm 50 mm 0.75 m 1.2 m 0.75 m 75 mm 75 mm 75 mm Determine the shearing stress at point b. The shearing stress at point b is[ MPа.

Q: *8-72. The hook is subjected to the force of 80 lb. Determine the state of stress at point A at…

A: Given :

Q: For the cantilever beam shown. find the value of Normal stress due to axial :load at point A 4 KN 6…

A: ASKED: To compute the normal stress at point A due to the axial load.    Given,  Axial load = 2 kN…

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A:

Q: 1. The section shown in the figure fails in flexure. Determine the magnitude of the compressive…

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A:

Q: C 1 ft 2 ft B 150 lb-ft/ft A 2 ft A copper pipe is tightly secured to the wall at C and a uniformly…

A: Objective: To determine the shear stress at point A.   Given: Outer diameter of the pipe (D) = 3.5…

Q: 4Kips 10 KIPS 0.5 in.diam. 1in diam. lokips 8kips 0.75 in diam.

A: for First segment Dia = 0.5 in.     Load = 4kips for Second segment Dia = 1in.    Load = 14 kips…

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A:

Q: W B P Assume that the Beam is all the same material. Calculate Q (that we use in the shear stress…

A: The answer has been attached in the form of an image as follows:

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A: A simply supported beam at B and C, of length 30ft between B and C, with overhanging portion AB and…

Q: |I|||||||||| h L L R2=PL ving stress function is proposed as a solution for the simply supported…

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Q: Required information Consider the beam and loading shown. If a=8 in, b=9.0 in, c=1 in. For a section…

A: Draw the free-body diagram of the beam.

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.