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A mat foundation of 15 m x 15 m and weighing 20000 N/m2 is to be constructed on the surface of a soil strata. The profile is given in Figure. The number of squares enclosed in the plan of the mat in Newmark's diagram is 90. Calculate the settlement at the centre of the mat. Influence area of each square is 0.005.
A footing foundation for a water tower carries a load of 9000 kN and is 3.6 metres square. It rests on dense sand of 9 m thickness overlying a clay layer of 3 metres depth. The cla
can you give me example of bending equestion stress as numerical?
Q. Show the Differences Between GGBS and PFA? The use of GGBS as substitute of cement improves smaller reliance on PFA. Particularly GGBS is supposed to be more compatible with
#how to prepare pre packed concrete#
With a clear sketch indicate the system of protection of line for works of short duration where ‘ Stop dead restriction' need to be observed on a single line section on a BG track.
Define Ways of providing the anti slip device - By Bolting? The elastomeric bearing can be vulcanised with a stainless steel outer plate. The stainless steel plate is provided
how to calculate loads acting on a simple supported beam of 220width by 425 depth #Minimum 100 words accepted#
Explain the Limitations of Rebound Hammer? The following characteristics of concrete can affect the correlation of the rebound number with the actual surface hardness and shoul
short note about characteristics of distomat
The discharge of water collected from a constant head permeameter in a period of 15 minutes is 500 ml. The internal diameter of the permeameter is 5 cm and the measured difference
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