Answer / anilkumar238

1:1:0.5

is it fair to recruit another prestressing agency once earlier agency has provided guide cone for post stressing the Concrete -I girders? It is observed that the bearing plate of another agency is not matching with the earlier one resulting in protruded strands after stressing from the face of girder. Kindly advice.

0 Answers  

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Cement sand mortar ratio 1:6 and 1:3. In canal lining 10mm & 16mm respectively done after 24hrs difference between them . Tell me Torrence limit of above ratio after 1 Year .

0 Answers  

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What is m & 20.& what is fe&415.

9 Answers   DLF,

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tell me quantitys of matal, sand and cement in 1:4:8 and 1:2:4

9 Answers   AVL, Infosys, NCC, SPCL, Swapnapurti Developers,

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what is the difference between site engineer & site incharge

5 Answers   Infosys,

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How to layout the site plot ? Method with explation

1 Answers  

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how can i come to same questions after get answer of one question from table,because if i click for one answer and after get the answer i try to come back on same questions i cant access them the questions change, it break up my link and i jummp here and there so plz tell me the way by which i can back to the same page of questions so can continoue my proper notes thanx

2 Answers   ME,

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What is hybrid foundation?

0 Answers  

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ratio of sand, cement and metal in all concrete mix

2 Answers  

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The concrete slump recommended for beams and slabs; is?

0 Answers  

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what is the minimum SBC of soil is required for different types of soil?

1 Answers  

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Give me the name of type of slabs?

1 Answers  

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