Answer / anshul shrivastava

Load/ area

Answer / venkatesulu

compressive strenth of concrete is 0.67fck

Answer / akhil

Make some Cubes of the concrete after 28 days a take it a testing lab . note the load at which it breaks . then load/area of the cube gives the compressive strgth of concrete

Answer / chandan sharma

load in newton/cube area

i need a labour rates of all civil works ? eg) brick,pcc, smm, inner plaster,outer plaster,centering, bar-bending. and also need all material rates latest?

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As shown in IS 456-2000 minimum cement content is include fly ash?

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which steel is better for residential building tmt steel or hysd steel

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how bridge design is to be start? what is the preliminary step for design? which code of practice is to be used for design? what r the methods used for design? what r the ivestigation r carried out? what r the design criteria for design and loading conditions?

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What are the composition of a landfill?

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CAN WE ADD SOME EXTRA QUANTITY OF GYPSUM INTO CONCRETE? WHAT PERCENTAGE WE CAN ADD? WHAT IS THE EFFECT ON STRENGTH?

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07. 4 main points about check list for rebar works are– ––

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The 4 main factors to start a construction project are––

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what radial pressure, the NP2 class rcc pipe can sustain?

0 Answers   DVC,

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08. 4 main points about check list for Shuttering works are––– 4 i) ii) iii) iv) 09. 4 main points about check list for Concreting works are––– 4 i) ii) iii) iv) 10. 4 main points about check list for Plaster works are––– 4 i) ii) iii) iv) 11. 4 main points about check list for Brick works are–– – 4 i) ii) iii) iv) 12. 3 main points about Project delaying factors are––– 3 i) ii) iii) 13. Write down 60-grade M.S. deformed bar specification. 3 14. 3000 psi concrete means: 1 15. 4 main points about methods of wastage control are–– – 4 i) ii) iii) iv) 16. 1 main point about reasons for your honesty is : 1 17. Water cement mixing in hopper less mixture machine is better than hopper mixture machine because: 1 18. 2 main points about your role during roof casting are–––– 2 i) ii) 19. a. The weight of 3333m deform bar of 24.5 mm dia is…… 1 b. The weight of 300 rft plain bar of dia 1 is……. 1 20. The types of slumps are––– 3 i) ii) iii) 21. 4 main points about the causes of cylinder failure are––– 2 i) ii) iii) iv) 22. Detection of a beam & a girder are–––– 2 i) ii) 23. Curing is needed for–––– 1 24. The types of slabs in respect of size & shape are––– 5 In respect of size: i) ii) In respect of Shape i) ii) iii) 25. The types of Column in respect of size & shape are–– – 9 In respect of size: i) ii) In respect of Shape: i) ii) iii) iv) v) vi) vii) 26. 3 field tests & 3 Laboratory tests of bricks are––– 6 Field tests: i) ii) iii) Lab test: i) ii) iii) 27. 2 field tests & 1 Laboratory tests of sand are––– 3 Field tests: i) ii) Lab test: i) 28. 1 field tests & 1 Laboratory tests of M.S rod are––– 2 Field tests: i) Lab test: i) 29. a. The % of water absorbs by brick chips: …………… 1 b. The % of water absorbs by Stone chips: …………… 1 30. In respect of design: 5 a. The % of strength gains by concrete in 28 days= b. The % of strength gains by concrete in 14 days= c. The % of strength gains by concrete in 07 days= d. The % of strength gains by concrete in 03 days= e. The % of strength gains by concrete in 28 days without curing =

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What will you do if you encounter problems like accidents?

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What is braced excavation all about?

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