STANDARD
REINFORCED CONCRETE ISOLATED FOOTING DESIGN TABLES
{only
axial loads, Fy = 415 N/mm2}
(
Following tables
are
available in Super Civil CD
) |
 |
Similar
tables are available for 300, 400 &
500 mm Column size Series. |
| 1 |
COLUMN
SIZE 230 X 230 MM, SBC = 10 T/M2 |
|
2 |
COLUMN
SIZE 230 X 230 MM, SBC = 15 T/M2 |
| 3 |
COLUMN
SIZE 230 X 230 MM, SBC = 20 T/M2 |
| 4 |
COLUMN
SIZE 230 X 230 MM, SBC = 30 T/M2 |
| 5 |
COLUMN
SIZE 230 X 300 MM, SBC = 10 T/M2 |
| 6 |
COLUMN
SIZE 230 X 300 MM, SBC = 15 T/M2 |
| 7 |
COLUMN
SIZE 230 X 300 MM, SBC = 20 T/M2 |
| 8 |
COLUMN
SIZE 230 X 300 MM, SBC = 30 T/M2 |
| 9 |
COLUMN
SIZE 230 X 400 MM, SBC = 10 T/M2 |
| 10 |
COLUMN
SIZE 230 X 400 MM, SBC = 15 T/M2 |
| 11 |
COLUMN
SIZE 230 X 400 MM, SBC = 20 T/M2 |
| 12 |
COLUMN
SIZE 230 X 400 MM, SBC = 30 T/M2 |
| 13 |
COLUMN
SIZE 230 X 500 MM, SBC = 10 T/M2 |
| 14 |
COLUMN
SIZE 230 X 500 MM, SBC = 15 T/M2 |
| 15 |
COLUMN
SIZE 230 X 500 MM, SBC = 20 T/M2 |
| 16 |
COLUMN
SIZE 230 X 500 MM, SBC = 30 T/M2 |
| 17 |
COLUMN
SIZE 230 X 600 MM, SBC = 10 T/M2 |
| 18 |
COLUMN
SIZE 230 X 600 MM, SBC = 15 T/M2 |
| 19 |
COLUMN
SIZE 230 X 600 MM, SBC = 20 T/M2 |
| 20 |
COLUMN
SIZE 230 X 600 MM, SBC = 30 T/M2 |
| 21 |
COLUMN
SIZE 230 X 700 MM, SBC = 10 T/M2 |
| 22 |
COLUMN
SIZE 230 X 700 MM, SBC = 15 T/M2 |
| 23 |
COLUMN
SIZE 230 X 700 MM, SBC = 20 T/M2 |
| 24 |
COLUMN
SIZE 230 X 700 MM, SBC = 30 T/M2 |
| 25 |
COLUMN
SIZE 230 X 800 MM, SBC = 10 T/M2 |
| 26 |
COLUMN
SIZE 230 X 800 MM, SBC = 15 T/M2 |
| 27 |
COLUMN
SIZE 230 X 800 MM, SBC = 20 T/M2 |
| 28 |
COLUMN
SIZE 230 X 800 MM, SBC = 30 T/M2 |
| 29 |
COLUMN
SIZE 230 X 900/1000 MM, SBC = 10 T/M2 |
| 30 |
COLUMN
SIZE 230 X 900/1000 MM, SBC = 15 T/M2 |
| 31 |
COLUMN
SIZE 230 X 900/1000 MM, SBC = 20 T/M2 |
| 32 |
COLUMN
SIZE 230 X 900/1000 MM, SBC = 30 T/M2 |
| 33 |
COLUMN
SIZE 230 X 1100/1200 MM, SBC = 10 T/M2 |
| 34 |
COLUMN
SIZE 230 X 1100/1200 MM, SBC = 15 T/M2 |
| 35 |
COLUMN
SIZE 230 X 1100/1200 MM, SBC = 20 T/M2 |
| 36 |
COLUMN
SIZE 230 X 1100/1200 MM, SBC = 30 T/M2 |
|
NOTE : WHEN THICKNESS AT COLUMN FACE IS NOT
GIVEN, THE FOOTING SHALL BE CONSIDERED AS OF UNIFORM THICKNESS. |
|