The assembly consists of three disks A, B, and C that 140 kN are used to support the load of 140 kN. Determine the smallest diameter d, of the top disk, the 20 mm diameter d, within the support space, and the 10 mm B diameter of the hole d3 in the bottom disk. The allowable bearing stress for the material is (Gallow)b = 350 MPa and allowable shear stress is Tallow = 125 MPa.

Q: A threaded steel rod (Es = 210 GPa, dr = 12 mm, as = 12 x 10-6/°C) is held stress free between rigid…

A: Given, Es=210 GPadr=12 mm4αs=12×10-6/°Cdp=15 mτ=45 MPaσ=70MPa

Q: Solve it correctly please. I will rate accordingly with 4votes.

A: Given data:- Inner diameter, d= 4 inch Wall thickness, t=0.1 inch Internal pressure, P=50 ksi Axial…

Q: Determine the largest permissible value of P for the beam and loading shown, knowing that the…

A:

Q: A prismatic bar has a cross-section of 25 mm by 50 mm and a length of 2000 mm. Under an axial load…

A: Width B=25 mm Depth D=50 mm Length L=2000 mm Load P=100 kN Elongation ∆L=2 mm Tensile stress & %…

Q: Required information A cast-iron tube is used to support a compressive load of 3 kip. Given: E =…

A:

Q: P A (0) B (2) (3) FIGURE P1.6/7 P1.7 WP Axial loads are applied with rigid bearing plates to the…

A:

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.