Answer / krishnendu chowdhury

D indicates ductility which is higher % of elongation so yield strength is higher in the case of Fe500D than Fe500

Difference between design mix and nominal mix

2 Answers   Aegis, CCCL, UltraTech,

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What is the difference between lap splice length and development length of rebars?

4 Answers  

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25. Are you willing to work overtime?

6 Answers  

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Civil engineering material testing Standard results

0 Answers   SUCG Infrastructure,

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3. A vane 12.5 cm long, 8.8 cm dia was pressed into a soft clay at the bottom of borehole. Torque was applied and the value at failure was 55 N-m. find the shear strength of the clay on a horizontal plane.

0 Answers  

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how can change 10mm dia @275 c/c bar spacing to 12 mm

4 Answers   MEIL,

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how to calculate stirrups length for circular column

10 Answers   MFAR, Omaxe,

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Why do we not deduct steel volume to find actual volume of concrete in practical as we have studied that,,, actual volume of concrete = volume of column- volume of steel pls explain with reference of IS code?????

0 Answers   Lodha,

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we are roofing contractors,we are filling a bill in work contract 4.12% method, we collecting 4.12% from our customer but every month we have been paying the vat at 2% from our pocket on the total value of bill. our auditor told me the above method do not collect 2% from the customer side is it true?

1 Answers  

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why wire mesh is used in plastering

6 Answers  

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What is line killa

1 Answers   NBPL,

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in staad pro. modelling for a parallel scissors chord truss, when i assigned roller support i.e fixwd but with all Fx, FZ, Mx, My and Mz release except Fy... the analysis results " in stability at a joint, with direction Mx or My..what could be the reason...anyone please explaing

0 Answers  

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