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Calcimator

Concrete Column Design Calculator

Design reinforced concrete columns per ACI 318: calculate gross area, steel area, steel ratio, and axial load capacity.

Inputs

MPa

ACI 318: residential 21–28 MPa; structural columns 28–55 MPa; high-rise 55–83 MPa

MPa

ASTM A615: Grade 40=280 MPa; Grade 60=420 MPa (most common); Grade 80=550 MPa

mm
mm
bars

ACI 318: minimum 4 bars rectangular, 6 bars circular; steel ratio 1–8% of gross area

mm
(1=tied, 2=spiral)

Results

Axial Load Capacity (φPn)

2,958,571 N

Adequate Steel Ratio?

1 (1=yes, 0=no)

Gross Area (Ag)160,000 mm²
Steel Area (Ast)4,080 mm²
Steel Ratio (ρ)0.03
How to Use This Calculator
  1. Enter the factored axial load (Pu) and factored moment (Mu) in kN and kN-m.
  2. Set the concrete compressive strength (f'c) and steel yield strength (fy).
  3. Input the column cross-section dimensions in mm.
  4. Review the Required Steel Ratio, Reinforcing Bar Count, and Slenderness Check.
  5. Ensure the Steel Ratio falls between 1% and 8% per ACI 318 requirements.
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