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A square footing of 4 m side is placed at 1 m depth in a sand deposit. The dry unit weight (g) of sand is 15 kN/m3. This footing has an ultimate bearing capacity of 600 kPa

Q. A square footing of 4 m side is placed at 1 m depth in a sand deposit. The dry unit weight (g) of sand is 15 kN/m3. This footing has an ultimate bearing capacity of 600 kPa. Consider the depth factors: dq = dg = 1.0 and the bearing capacity factor: Ng = 18.75. This footing is placed at a depth ...

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A 3 m × 3 m square precast reinforced concrete segments to be installed by pushing them through an existing railway embankment for making an underpass as shown in the figure

Q. A 3 m × 3 m square precast reinforced concrete segments to be installed by pushing them through an existing railway embankment for making an underpass as shown in the figure. A reaction arrangement using precast PCC blocks placed on the ground is to be made for the jacks. At each stage, ...

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Consider a laminar flow in the x-direction between two infinite parallel plates (Couette flow). The lower plate is stationary and the upper plate is moving with a velocity of 1 cm/s in the x-direction

Q. Consider a laminar flow in the x-direction between two infinite parallel plates (Couette flow). The lower plate is stationary and the upper plate is moving with a velocity of 1 cm/s in the x-direction. The distance between the plates is 5 mm and the dynamic viscosity of the fluid is 0.01 ...

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