Recent content by SRINIVASAREDDY

I hope this will help us.

Contact Wewillhelpyou007@gmail.com They will help you

Thank you sir

It occurs mainly by the shuttering sheet. I think we no need to worry about it.it will be cover by plastering work

https://law.resource.org/pub/in/bis/S03/ Click here then you will get all the ISCODES

Good information keep it up

In this first column bar lapping was at some distance from main bar so it is fine or any problem with this lapping?

Staad foundation advance

Thank you sir

Thank you so much for this informationsir

You need to know about the code books for different loads (IS 875:1987 PART1:- DEAD LOADS PART2:- LIVE LOADS PART3:-WIND LOADS PART4:-SNOW LOADS PART5:-LOAD COMB Part2 will gives the exacting...

That will get by pt & fs values Here (Pt) is percentage of steel=(AST/bd)×100 (Fs)=0.58×fy

Sir what should we do at this column it very hard to flow concrete

Thank you sir it will help me lot

Sir what should we do if our expected results of cude was not satisfied with compression test results after 28 days