Column layout for a residence buildings(G + 1)
* Column
M15 = 9'' * 12'' column size
Bar = 12 mm
6 no. of reinforcement
Stirrups = T8@150 C / C
M20 9'' * 9''
Bar = 4 - T12
4 no. = 4 piece
Stirrups = T8@150 C / C
* Beam
Top = 2 - T12
Crank = 2 piece - T12
Bottom = 3 piece - T12
How to reduce the column size
G.F. - 1st floor column = 1 m * 0.3 m
1st - 2nd floor column = 1 m * 0.3 m
2nd - 4th floor column = 0.6 m * 0.8 m
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