In the clevis shown in the figure, it supports a load P = 55kN. Determine the minimum bold diameter "d" without exceeding the allowable shearing stress of 85Mpa. Determine the thickness of each yoke that will support the load P without exceeding the allowable bearing stress of 150Mpa.

Q: 20.14 (B/C). An I-section has the dimensions shown in Fig. 20.18a, and is subjected to an axial…

A: given question shear stress = 56MN/m2 G= 82N/m2 since beam is symmetric about both axisso centroid…

Q: A long. flat steel bar 13 mm thick and 120 mm wide has semiciroular grooves as shown and carries a…

A:

Q: diameter of the smallest pin that can be used if not to exceed a shear stress of 60 MPa (Draw

A:

Q: For the structure below, assume that a = 60 in., b = 90 in., c = 40 in., and d = 50 in. Determine…

A: The given structure is analyzed by using the equation of equilibrium forces. The sum of all forces…

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

A:

Q: 9.6 Determine the stresses in the two segments of the bar shown. Segment A has a diameter of 1 in.…

A: FOR SEGMENT A DIA = 1.25 IN. LOAD= 10 KIP FOR SEGMENT B CROSS SECTION = 2IN * 2IN LOAD =22 KIP

Q: The 60° strain rosette is attached to point A on the surface of the support. Due to the loading the…

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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…

A:

Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the…

A: Determine the shear strain y at corner Q' after deformation.

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.