Lapping of building members
- Thread starter Venkatshanthi
- Start date
Sumit Civil
Well-Known Member
You can get more relevant answers at below articles
civil4m.com
civil4m.com
civil4m.com
civil4m.com
and there are many more posts on it, you can do search to get more details and more topics on same.
Can we weld reinforcement bars instead of lapping
Question:- If the steel bars are welded each other rather then reinforced so what will be the strength result? Either the steel bars with welded form gain required strength or northe ? Kindly Give the answer with proper reasoning...!!! Thanks
civil4m.com
What is the basic difference between lap length and development length?
What is the basic difference between lapping length and development length ? Plz explain with proper pic both of them .
civil4m.com
Is it column lapping is correct? if not tell me what happened.
In this first column bar lapping was at some distance from main bar so it is fine or any problem with this lapping?
civil4m.com
How to maintain all laps staggered & not more than 50% bars to be
How to maintain all laps staggered & not more than 50% bars to be lapped at any given section ? If site condition is like this 1) Dia of bar - 25mm 2) floor to floor height 3050mm 3) concrete grade -M30. 4) Development length ( L D) 50D 4) Steel grade- fe500
civil4m.com
and there are many more posts on it, you can do search to get more details and more topics on same.
Thank you sirYou can get more relevant answers at below articles
Can we weld reinforcement bars instead of lapping
Question:- If the steel bars are welded each other rather then reinforced so what will be the strength result? Either the steel bars with welded form gain required strength or northe ? Kindly Give the answer with proper reasoning...!!! Thanks
What is the basic difference between lap length and development length?
What is the basic difference between lapping length and development length ? Plz explain with proper pic both of them .
Is it column lapping is correct? if not tell me what happened.
In this first column bar lapping was at some distance from main bar so it is fine or any problem with this lapping?
How to maintain all laps staggered & not more than 50% bars to be
How to maintain all laps staggered & not more than 50% bars to be lapped at any given section ? If site condition is like this 1) Dia of bar - 25mm 2) floor to floor height 3050mm 3) concrete grade -M30. 4) Development length ( L D) 50D 4) Steel grade- fe500
and there are many more posts on it, you can do search to get more details and more topics on same.
