Concrete · Columns & walls
Column biaxial bending (AS 3600) calculator
Load-contour check (Mx*/φMux)^αn + (My*/φMuy)^αn ≤ 1 for a rectangular column, with the exponent αn derived from the axial load.
Standard: AS 3600-2018 Cl 10.6.4 load contour
Inputs in the worked example
The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.
| Input | Value | Unit |
|---|---|---|
| Width b | 400 | mm |
| Depth D | 400 | mm |
| Number of bars | 8 | |
| Bar diameter | 24 | mm |
| f′c | 40 | MPa |
| fsy | 500 | MPa |
| N* | 2400 | kN |
| M*x | 160 | kN·m |
| M*y | 90 | kN·m |
| φMux at N* | 290 | kN·m |
| φMuy at N* | 290 | kN·m |
Worked example — results
| Result | Value | Unit |
|---|---|---|
| Ag / As | 160,000 / 3,619 | mm² |
| α1 | 0.850 | |
| Nuo | 7,127 | kN |
| αn = 0.7 + 1.7N*/(0.6Nuo) | 1.654 | |
| Utilisation | 0.518 |
- ✓ Biaxial interaction ≤ 1 — 0.52
Method, formulas and assumptions
- Nuo = α1 f′c (Ag − As) + fsy As
- αn limited to 1–2
- φMux and φMuy come from the uniaxial interaction diagrams at N* (use the column tool)
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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.