what is defenation the rolling margine ? .. what is % for
steel & what its effects if it is + or - ?
Answer Posted / sandeep reddy
it means difference of actual weight and theoritical weight of steel.
for 8 and 10 mm =7+_
for 12 and 16 mm=5+_
for 20 and above =3+_
as per IS Code
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
how to find out hard strata in bored pile when the DMC method adopted.
How to calculate concret slab? W l t(4mts*5*2fts) ratio m25 grade pls tell me procedure
1.what type of the rock is most suitable for wet mix macadam in construction of road? 2.what is the highest maximum dry density and optimum moisture content can be acheive by using most suitable crush rock?
The mixture of different ingredients of cement is burnt at?
how to calculate the dry wt of sand and cement for a required design mix?for ex:M20
how to find the cement bags and sand requirements for the one square meter of internal,external,ceiling plastering by using the various ratios like 1:3,1:4,1:5,1:6
Can we weld hot rolled steel ASTM A615 ? Please Give the detail answer please thanks alot
what is the weight of 6000 psi concrete in lb/cft?
What are the skills required to become an architect?
what is the venturi effect in buildings? what is green house concept?different types of dams? which dam is economical arch dam or gravity dam. what are the conditions favourible to both of them?
What is the crank length in the slab?
What is the FE 250 structural steel of 8mm tk plate testing sample intervals with IS code or international code?
What are the ingredients of pre-stressed concrete?
how much concrete solid/hollow block are manufacture per 50 kg cement bag in differnent sizes like 400x200x200mm, 400x200x150mm, 400x200x100mm. And need proper ratio as per sale quantity. pls send my mail mathi7599@gmail.com searching last two years not yet get pls find and enclosed pls. need practical analysis.
how to estimate costing from quantity givin in BOQ and according to this how we fill tender and final rate for perticular work.....?