Answer Posted / r.venkateshwar rao

for M15 - 1:2:4
M20 - 1:1.5;3
M25 - 1:1:2
M30 - design Mix

Are cruise ships built for the transatlantic run?

1265

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What is the outturn of Ceiling plastering

3398

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Detection of a beam & a girder are––––

2229

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Time required for curing of wall tiles before fixing

2212

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we have a crushing plant and our product is experiencing flakiness and elongation over limit for granite. what is the solution to this problem? how can it be avoided and what to do differently? It is not ok for batching plants

2175

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what is Brest Wall?

1340

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Howmuch bend to be provide for 200/600 BEEM

1616

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Reinforced concrete: suppose you are doing rough estimate for purchase of rebar for reinforced concrete slab for single stores residential building. You know total concrete volume will be 100 m3. How many tons rebar 6, 10 and 12mm will you require for the project?

2948

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why we can use dust in concrete insted of fly ash

2139

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Forces in a Shear Wall are in plane or out of plane ?

1151

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how find the cut length of tringular ring and any formula find out the quantity of circular brick work

6421

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how to calculate reinforcment in staircase cranked beam?

2834

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Explain why concrete barriers have curved surface profiles?

1255

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A roof has a U value = 0.65 W/m2 .C. Extra insulation is to be provided. This insulation has a thermal resistance = 1.5 m2"C/W. Calculate the new improved U value.

2267

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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

1992

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