- His Es S. = q.(aB')- 180 kN/m2 Dj 3 m X 4.6 m Silty sand. E,= 8500 kN/m²- 0.3 H Rock

Q: An L = 27-ft-long soldier beam is used as a key component of an earth retention system at an…

A: The given problem can be solved using principle of super position. For the application of…

Q: A solid circular pole is subjected to linearly varying distributed force with maximum intensity g,…

A:

Q: An L = 27-ft-long soldier beam is used as a key component of an earth retention system at an…

A:

Q: A solid circular pole is subjected to linearly varying distributed force with maximum intensity ao…

A: Moment at base is given by ; M = (12 X L X qo) X (L3) M = (12 X 8 X 5.7 X 103) X (83) M = 60800 N-m

Q: 2. A simply supported beam with a length of 4m is loaded with a uniform distributed load (w). The…

A: Asked: To determine the maximum value of uniformly distributed load on the given simply supported…

Q: 1. A tubular beam with circular cross section has an outer diameter do 300 mm and wall thickness t =…

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.