force of 3500N is acting on the orange plank which is attached to the pin as shown in the figure. a.) If the thickness of the orange plank is 75mm and the pin has a diameter of 25mm, compute the bearing stress acting between the plank and pin. b.) Compute the shearing stress acting on the pin and c.) the largest normal stress of the orange plank if it has a width of 500mm.

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: a) the shear strain yxy at point P. b) All stress components at point P.

A: modulus of elasticity(E) = 100 GPaPoisson's Ratio () = 0.3Reading of strain rosette ea…

Q: 2. Determine the shearing stress in each of the four walls of a portion of a structural aluminum…

A: Given, Torque =3 kN-m=26.55 kip-in Dimension=100×51 mm=3.93×2 in Wall thickness=4 mm=0.15 in.

Q: 4. The beam shown supports the load shown, determine max flexural stress developed and 200mm the max…

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: 2. For each of the plane stress states listed below find the three principle stresses and the…

A: Given data:- a) σx=20 kpsi, σy=-15 kpsi, τxy=8 kpsi cw b)σx=16 kpsi, σy=10 kpsi, τxy=5 kpsi cww c)…

Q: 2.22 Given o xx = 20 MPa, o y = -10 MPa, and oxy =-20 MPa, find the principal stresses and principal…

A:

Q: A point in beam experiences a tensile stress (due to bending) of 50 N/mm2 and a shear stress of 20…

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.