Do you know Load carry Capacity of the column?
Axial load of column will depend upon Percentage of reinforcement and column size for various mixes and steel.
steel grade fy 550
GRADE OF CONCRETE& Axial Load carrying Capacity in KN (P)
M15, P= (3.625 p + 6) b D/1500
M20, P= (3.605 p + 8) b D/1500
M25, P= (3.585 p + 10) b D/1500
M30, P= (3.565 p + 12) b D/1500
M35, P= (3.545 p + 14) b D/1500
M40, P= (3.525 p + 16) b D/1500
steel grade fy 500
GRADE OF CONCRETE &Axial Load carrying Capacity in KN (P)
M15 ,P= (3.29 p + 6) b D/1500
M20, P= (3.27 p + 8) b D/1500
M25, P= (3.25 p + 10) b D/1500
M30, P= (3.23 p + 12) b D/1500
M35, P= (3.21 p + 14) b D/1500
M40, P= (3.19 p + 16) b D/1500
https://civilengineersgyan.blogspot.com/2020/05/cement.html
For steel grade fy 415
GRADE OF CONCRETE &Axial Load carrying Capacity in KN (P)
M15 ,P= (2.7205 p + 6) b D/1500
M20, P= (2.7005 p + 8) b D/1500
M25 ,P= (2.6805 p + 10) b D/1500
M30, P= (2.6605 p + 12) b D/1500
M35, P= (2.6405 p + 14) b D/1500
M40, P= (2.6205 p + 16) b D/1500
P = Axial Load Carrying capacity of column in KN.
b = breadth of column in mm
D = depth of column in mm.
p = steel in percentage say percentage as 1
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