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.

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Q: A compound shaft consists of segment (1), which has a diameter of 1.5 in., and segment (2), which…

A: GIVEN DATA:-⇒D1= 1.5 in⇒D2= 1.9 in⇒P= 5 kips⇒TA= 12 kip.in⇒TB= 34 kip.in

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Q: Q1: If the magnitude of p-2kips, find the combined stresses at points A, B, and D. 0.8 in 1 in. 0.5…

A:

Q: AN 8 MM THICK CYLINDRICAL STEEL TANK HAS AN OUTSIDE DIAMETER OF 600 MM AND A LENGTH OF 3 M. (a) WHEN…

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A: ##CALCULATE of Stresses ###

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Q: A force of 3000N is acting on the orange plank which is attached to the pin as shown in the figure.…

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Q: Determine the maximum shearing stress (MPa) in a solid shaft of 51-mm diameter as it transmits 107…

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Q: knowing that P = 18 Kips, determine the maximum stress when r = 0.45 in and r = 0.70 in

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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.