A beam with the cross-section shown is subjected to a vertical shear of 28 kN. Determine: (a) the largest shearing stress in that section. (b) the shearing stress at Point a. 65 mm 100 mm -210 mm 8 mm 200 mm 8 mm T max = T@a= kPa kPa

Q: A cross-section of a beam, symmetrical relative to the vertical axis, is shown in Figure Q2. If the…

A: for Section 1: Width b= 4a and depth d = a    for Section 2: Width b= a and  depth d =3a    for…

Q: Determine the shear stress on the a-a plane. 45 MPa 30° a (а) -10.5 МРа (b) 10.5 MPа (c) -50.3 МРа…

A: Shear stress on plane  a-a  is given by ζxy'=σy-σx2sin2θ+ζxycos2θwhere   θ=angle of inclination of…

Q: If M=6kip.ft, determine the maximum tensile stress in the beam shown in the figure below

A: DETERMINATION OF MAXIMUM TENSILE STRESS IN THE BEAM

Q: Consider the following figure. h B III (a) Determine the maximum tensile stress o, and maximum…

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Q: 1. Determine the nominal load P that will cause failure of the beam shown below. As part of your…

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Q: The stresses shown act at a point on the free surface of a machine component. Normal and shear…

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Q: -0/02 -400 m

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Q: 7

A: Step 1:Step 2:Step 3:Step 4:

Q: Q.3 (b) A uniform cantilevered steel column with one end fixed and one end free in both directions…

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Q: arning Goal: me member shown is subjected to a compressive ress in the x direction of a = 400 ksi…

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Q: A simple pin-connected truss is loaded and supported as shown. All members of the truss are aluminum…

A: Question is truss based problem in which a truss is composed of aluminium pipes and there diameter…

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.