Answer / mani kumar

My name is mani ramajee. I did my engineering from SVU. having 18years of experience in civil works. Presently associated with Scottwilson firm since 2016.

Answer / anandbala

Hi
My name is anand, i am from chennai, mw qualification civil engineering,i am also working construction field and my category site engineer, and my experience 5 years more

minor loss due to sudden contraction 1>flow contraction 2>Expanssion of flow after sudden contraction 3>cavitation 4>boundry friction

1 Answers  

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As we know that steel is a tension member but why we are using STRUCTURE STEEL as a COLUMN (Without concrete) where column is a compression member and compression strength of steel is very low

0 Answers  

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Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.

0 Answers  

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How many kilo-newtons equals 1000 kilogram?

0 Answers  

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how to consider the lap length of a bar in IS code.

7 Answers  

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Difine coffer dam ?

1 Answers  

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Tell the least count of a prismatic compass , surveyor compass , Theodolite & how we can determine it ?

2 Answers   UPPSC Uttar Pradesh Public Service Commission,

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what happened if the diameter of capillary tube is double then the capillary rise will be

7 Answers   Bhel,

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What is the cement content for 1m3 of M20,M25 concrete?

6 Answers   Aishwarya Group, Omaxe, TI Construction,

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How can calculate the requirement of steel bars of rcc slab for 1100 sq ft?

0 Answers   Hashmi Constructions,

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why don't we need shear reinforcement in slabs?

1 Answers  

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what else we can add rather than admixture in concrete to reduce the cement quantity?

1 Answers   Gammon,

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