Answer / partha mitra

M-30 grade concrete is a mix design,there is no volumetric
mix in M-30 grade of concreate.

Answer / mughalsab

Sachit bhai can u tell me the process that what can you find volumetric mix plz......
and if u send me the informative data to solve volumetric mix from by weight mix?
my id is mughalsab@ymail.com
i shall thankfull to u.

Answer / sachit

1:1.48:2.77
would be the volumetric mix

a g+2 building having mezenine floor ,but stair is approching only 1st and 2nd floor, in this case stair is calculate in plinth area for mezenin floor or not?

1 Answers   NBCC,

---

In beams why we give lap in middle of top bars and at edges in bottom bars???

2 Answers  

---

  what is purpose of PCC  Below Footing ?

5 Answers   Vistacore,

---

what is westage % for steel, concrete,tiles,pains as per indian staderd code?

6 Answers   DLF, Engineering, Lodha, Tata Steel Limited,

---

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 =

3 Answers  

---

what is IS

12 Answers   GMR, JMC, JMC Projects,

---

What is the Hardness of M-40 grade concrete, general and theoratical

0 Answers  

---

what is the least count of Total station

17 Answers  

---

what are the criteria for choosing the span for the bridge (highway bridge)

4 Answers  

---

What is mean by Engineers ?

3 Answers  

---

how to estimate man power for estimating the time required for completion of a project in terms of carpenters,barbenders,masons for block work ,masons for plasteing ,unskilled labour, painters, tiles masons,plumbers and electricians for medium and high rise constructions and independent villa projects.

0 Answers   CPWD, HGS,

---

CAN V USE CRUSH SAND FOR CLAY BRICK MASONARY

0 Answers  

---