Reinforcement Details of 2 - Storey Buildings
Types of reinforcement
Slab = 8, 10, 12 mm dia. @
Beam & Column ( as per loads ) = 12, 16, 20, 25 mm@
For square column
Minimum four reinforcement.
For Cicular
Minimum 6 reinforcement.
Reinforcement of slab
|
Span |
Thickness |
Bottom |
Distribution |
Extra |
|
3 m |
125 mm |
T10@150 C / C |
T8@250 C / C |
T10@300 C / C |
|
3.35 m |
125 mm |
T10@140 C / C |
T8@250 C / C |
T10@280 C / C |
|
3.70 m |
135 mm |
T10@125 C / C |
T8@250 C / C |
T10@250 C / C |
* Reinforcement of Beam / Lintel
|
Beam / Lintel |
Reinforcement |
||||
|
Span |
Thickness |
Depth |
Bottom |
Top |
Stirrups |
|
4’ |
9’’ |
6’’ |
2 – 10 mm |
2 – 8 mm |
T6@150 C / C |
|
5’ |
9’’ |
6’’ |
2 – 12 mm |
2 – 10 mm |
T6@150 C / C |
|
6’ |
9’’ |
9’’ |
2 – 12 mm |
2 – 10 mm |
T6@150 C / C |
|
8’ |
9’’ |
9’’ |
3 – 12 mm |
2 – 10 mm |
T8@175 C / C |
|
10’ |
9’’ |
9’’ |
4 – 12 mm |
3 – 10 mm |
T8@175 C / C |



You have any dought, let me know.