-3: Find total stress (o), pore-water pressure (u) and effective stress (o') at B for the following cases (a) Total heads at A and B are 10 cm and 10 cm respectively (b) Total heads at A and B are 10 cm and 15 cm respectively (c) Total heads at A and B are 10 cm and 8 cm respectively Assume ysat = 16 kN/m², and yw = 10 kN/m³) Inflow 2 m 2 m 5 m 5 m 5m Valve (closed) Valve (open) Valve (open) Inflow Outflow

Q: #6 #7 Layer I H₁ = 9 ft Ydry=100 lb/ft³ Layer I H₁ = 4 m Ydry = 16.2 kN/m³ Layer I H₂ = 21 ft Ysat =…

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Q: Compute for the combined stress P= 10kN 1.5m 3m 16KN L = 6m P= 10KN 1.5m 16KN b=50mm d=100mm

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Q: Determine the normal stress in a ball, which has an outside diameter of 195 mm and a wall thickness…

A: step 1-

Q: A thin cylinder have inner radius 235 mm and thicknes 6 mm subjected to an internal pressure of 5…

A: Given data : The value of internal pressure p=5 MPa The value of thickness of thin cylinder t=6 mm…

Q: Find the stress resultants N, V and M, draw the diagrams of the stress resultants (N,V,M)

A: Stress ResultantsN= -7 kN (Compression)V= 18 kNMmax= 54 kN-m  As seen on the diagram at explanation…

Q: Pressure vessel made of alloy steel with Yield Strength of 250 MPa, Pressure acting on Pressure…

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Q: A thin cylinder have inner radius 235 mm and thickness 6 mm subjected to an internal pressure of 5…

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Q: Determine the normal stress in a ball, which has an outside diameter of 170 mm and a wall thickness…

A: Given- a ball inflated to a gauge pressure of 87kpa. Required-to find normal stress in a ball.

Q: Q6. Hoop stress (0₁) in a thin-walled pressure vessel is 40 MPa. What is the maximum 'in-plane'…

A: Introduction : The given question is related with solid mechanics . In this question we are provided…

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.