Interested to Buy Any Domain ? << Click Here >> for more details...
what is the ratio of M10,M20,M30,M40,M50,M60 grade concrete
- 28 Answers
- 250751 Views
- NCC, PWD, SPML, Student, I also Faced
- E-Mail Answers
Answer Posted / sunil khairnar
M5 :1::10
M7.5 :1:4:8
M10 :1:3:6
M15 :1:2:4
M20 :1:1.5:3
M25 :1:1:2
& above m25 grade,that is Based on design mix per IS.
| Is This Answer Correct ? | 429 Yes | 65 No |
Post New Answer View All Answers
how beam.coloum ,slab, footing are designed as per indian code.. detail procedure?
I want some common questions which have been asked in interviews of NTPC Limited,Satluj Jal Vidyut Nigam Ltd.,and Bharat Heavy Electricals Ltd.
Define What is rigging?
how to calculate reinforcment in staircase cranked beam?
how to calculate spacing rod in column
Rate analysis for construction of a solid block masonary of size 400x200x200 in C.M.1:5 in superstructure .Compressive strength 5.00 N/Sq.mm Confirming to IS: 12894:1990, with necessary scaffolding, raking of joints and pointing the same. I require rate per Cum.
What is eccentricity in laymans term Can't understand bookish language .please explain in easy way.
factory shed foundation l=4, b=3' d=8' rcc foudation for top to bottom pl tell me cement ,steel ,sand ,labour cost ,excavtion,soil is weak not so hard
What are the responsibilities of a site manager?
5. Do you feel that your present employer estimates your full work potential? Are they pleased with your work performance?
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
how do you calculate the length of "L" of main & distribution bar for reinforcing of raft footing
Explain the latest method to detect a crack in a building?
I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.
You have 3 snd sample of different FM=0.21,FM=0.95,FM=2.90 which one is suitable for a)plastering on R.C.C b)plastering on masonary wall c)concreting column d)concreting of bored pile.also justify your answer.
