Column layout for a residence buildings(G + 1)

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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