Answer Posted / shailendra kumar

if thus is 1:3 ratio and 15mm thk we want 0.0165 bags cements in 1 sqm area

Slab quantity 

1973

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In the design of bridge arguments what considerations should be made to select the orientation of the wing walls?

1017

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What is standard Sand? What is Regime condition? What do you mean by the core trench in Earthen Dasm? What is soundness test for cement? When negetive shear force takes place in a R.C.C member?

2501

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what is the list of building construction equipment & teir output?

2030

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How do you calculate the power of a centrifugal pump?

1100

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What is the basic difference between OPC

1979

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Reinforcement details at hinged joint

3083

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the volume of cement req for 70cum of brickwork in 1:6 cement mortar is approx is equal to 3cum 5cum 7cum 1ocum

1990

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How many are the types of joints?

1150

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for 200 kg of cement how is the mix proportion in kg for m25 grade of concrete

1886

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How did street originate in the plumbing term street ell?

988

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Explain moment of inertia and its importance.

1180

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at which depth the construction of tunnel is economical from cost and engineering aspect.

1732

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How much wastages taken in 1. cement 2. steel 3. fine aggregate 4. coarse aggregates (10mm, 20 mm)

1803

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Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No.       Loading        Axial force      Moment     Shear 1               DL+LL          1950              600            20 2           Seismic load       250              4800          700

1944

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