- 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

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Q: A simply supported beam 4 m long has a cross section shown. Determine the maximum uniformly…

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Q: 250 mm b. 180 mm

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Q: A simply supported beam 4 m long has a cross section shown. Determine the maximum uniformly…

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Q: 4- A strip load of q= 100 lb/ft² is applied over a width, B=10 ft. Determine the increase in…

A: This question is related to the Soil Mechanics.

Q: A simply supported beam 4 m long has a cross section shown. Determine the maximum uniformly…

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Q: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine…

A: Given: Uniform strip load, q = 900 lb/ft2 Width, B = 36 ft Depth of point, z = 15 ft x = 27 ft

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Q: distributed

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Q: A B C D P1 P2 0.60 m 1.20 m 0.90 m

A: Solution Given Data A=400 mm2P1=20 kNP2= 50 kN

Q: Q2 The T section is shown in Figure below is the cross-section of a beam. The beam is subjected to a…

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Q: 125 N 2.5 m A 720 N/m 8m B 2.25 m 40 mm 40 mm 30 mm 350 mm

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Q: A simply supported beam 4 m long has a cross section shown. Determine the maximum uniformly…

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Q: A simply supported beam 4 m long has a cross section shown. Determine the maximum uniformly…

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Q: Determine the maximum uniformly distributed load which can be applied over the entire length of the…

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Q: load which can be applied over the entire length of the beam if the shearing stress is limited to…

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Q: The velocity gradient is 1000 m/s. The viscosity u= is 1.2 * 10^-4 * N-s/(m ^2). The shear stress is…

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Q: A simply supported beam 4 m long has a cross section shown. Determine the maximum uniform…

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Q: A simply supported beam 4 m long has a cross section shown. Determine the maximum uniformly…

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Q: A simply supported beam 4 m long has a cross section shown. Determine the maximum uniformly…

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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.