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

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Inputs in the worked example

The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.

InputValueUnit
Width b400mm
Depth D400mm
Number of bars8
Bar diameter24mm
f′c40MPa
fsy500MPa
N*2400kN
M*x160kN·m
M*y90kN·m
φMux at N*290kN·m
φMuy at N*290kN·m

Worked example — results

ResultValueUnit
Ag / As160,000 / 3,619mm²
α10.850
Nuo7,127kN
αn = 0.7 + 1.7N*/(0.6Nuo)1.654
Utilisation0.518
050100150200250300050100150200250300M*x (kN·m)M*y (kN·m)design
Diagram for the worked example

Method, formulas and assumptions

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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.