Concrete Column Calculator
Estimate the axial design capacity and reinforcement ratio of a short, tied reinforced concrete column.
About concrete column capacity
Concrete column examples
| Inputs | Estimated capacity | Use |
|---|---|---|
| 300 x 300 mm, 30 MPa, 1800 mm2 steel at 500 MPa | 1637.53 kN | Small square tied column |
| 400 x 500 mm, 40 MPa, 3000 mm2 steel at 500 MPa | 4262.96 kN | Rectangular building column |
| 500 x 500 mm, 50 MPa, 5000 mm2 steel at 500 MPa | 6714.5 kN | Heavier preliminary section |
How to calculate column capacity
- Enter the column width and depth in millimeters.
- Enter the specified concrete compressive strength.
- Add the total longitudinal steel area and its yield strength.
- Select Calculate Capacity and review the area, ratio, and axial capacity.
Frequently asked questions
What load condition does this calculator model?
It models a short tied column under concentric axial compression. It does not model bending moments, eccentricity, or slenderness effects.
Why is the calculated capacity reduced?
Material strength is not used as an unrestricted service capacity. Reduction and maximum-load factors provide design margin and reflect the behavior of tied columns.
How do I find the steel area?
Add the cross-sectional areas of every longitudinal reinforcing bar. Bar schedules and code tables normally list the area of one bar by diameter or designation.
Can I use this result for a slender column?
No, a slender column requires additional stability and second-order checks. Use a code-compliant structural analysis that includes effective length and end moments.
Does this replace an engineer's design?
No, it is intended for preliminary comparison and educational estimates. Final structural design and reinforcement detailing must be completed or checked by a qualified professional.