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Determine the Properties of foundation
Soil profile together with natural type and properties of each strata will have a bearing on the choice of foundation. The fact that load is ultimately taken up by the soil shows the limit up to which alternative types of foundations may help. In cases where the soil at the top is weak. Deep foundations can be resorted to. In extreme cases, either ground improvement or modification of structure may be necessary. Lateral variability of the ground can also cause problem for which combined footings or raft will offer a solution
the base of a spring -mass- damper system is subjected to the periodic displacement. determine the response of the mass using the principle of superposition
Evaluate maximum inclination that can climb: Q: A four wheel drive can as shown in the figure has mass of 2000Kg with the passengers. The roadway is inclined at the angle wit
Brinel l Hardness Test: Insert the Ball of diameter D in ball holder of machine. Make specimen surface free from dust and dirt. Make contact between the surface and ball b
Explain Wilson HArtnell Governor
Convert the flow-rate from Am3/h to Sm3/h Consider a compressor (model ABC-Z4). The compressor has a suction pressure of 3 barg, and a discharge pressure of 6 barg. The inlet
A child is twirling a 0.0106 kg ball on a string in a horizontal circle whose radius is 0.096 m. The ball travels once around the circle in 0.540 s. (a) Determine the centripeta
Explain Milling Fixture? A milling fixture is a work holding device which is firmly clamped to the table of milling machine. It holds the work piece in correct position as
Evaluatio n of the Internal Energy of Steam: It is actual heat energy stored in steam above the freezing point of water. We know enthalpy = internal energy + pressure ener
Describe the key terms i. Write two differences between turbine and boiler. ii. Write importance of mollier's diagram iii. Compare the rankine cycle with carnot cycle in k
A beam, 6 m long is simply supported at the ends, and carries a uniformly distributed load of 15 KN/m and three loads of 10 KN, 20 KN and 30 KN acting respectively at the centre po
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