A simply supported beam of length 7 m has a concentrated couple M of 10 kN-m applied at the right end. Determine the location of the maximum deflection from the applied load. 2.75 m 2.96 m O 2.50 m O 2.252 m

Q: Determine the vertical deflection at DIDDY) by used Castigliano's Theorem 500kg/m B 티 2EI 4.0 m.…

A:

Q: Problem 2 Analyze the cantilever beam shown: 5 kN/m 60 kN.m. В A 1 m 2 m 3 m Question 6 Determine…

A:

Q: Determine the smallest moment of Inertia if the deflection at C should not exceed L/360 mm. [Use any…

A: Here we use double integration method for solving this problem Double integration method: Double…

Q: The 7m simple beam below carries a uniform load of 8KN/m. If EI is 13333.33KNm2 of the beam in…

A:

Q: Use E = 200 Gpa and I = 140 x 106mmª. 40 kN ๓๐. 6m B 3m

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.