Concrete Column Calculator — m, m³, rebar

Dimensions in m, cm, mm · Volume in m³ or bags · Rebar per EN 1992-1-1
EN 1992-1-1 (Eurocode 2)
Switch to Imperial version →

How to use this calculator

Select column shape (square, rectangular, or circular), enter dimensions and choose unit (m, cm, or mm) from the dropdown. Set height and number of columns. Results update instantly with volume, weight, and bag count.

Cost — pick ready-mix per m³, 50 kg bags, or 25 kg bags. Select currency.
Reinforcement — vertical bars 12–25 mm with ties 8–10 mm, lap splices per EC2 §8.7, min/max steel ratios (0.2%–4% Ac per §9.5.2).
Labor — rate per column, per m³, or flat price.

300×300 typical 400×400 medium 600 mm circular 0.2% min steel EC2 4% max steel EC2
Column Shape & Dimensions
Typical: 2.4–3.6 m story height
5% simple · 10% typical · 15% complex forms
%
Diagram
Plan View (Cross Section) Elevation
Optional sections:
Concrete Price
Choose how you're buying concrete:
per cubic meter, delivered
Reinforcement (EN 1992-1-1)
per linear meter of rebar
Labor Cost
Price per unit for column formwork, pouring, finishing:
Typical: €150–500/column depending on size
Results
Concrete
Total Volume (+waste)
Volume per Column
Cross-Section Area
cm²
Total Weight
kg

Saved Calculations

TimeShapeSizeQtyVol m³CostRebarRebarLaborTotal
No saved calculations

How to Calculate Concrete for Columns (Metric)

This calculator estimates concrete volume in cubic meters, bags (25 kg and 50 kg), reinforcement (vertical bars and ties per EN 1992-1-1), and cost for square, rectangular, or circular columns. Enter dimensions in mm, cm, or m using the dropdown selector. Set column height (standard: 2.4–3.6 m) and number of columns.

Reinforcement per EN 1992-1-1 (Eurocode 2)

Column longitudinal steel must be between 0.2% and 4% of gross cross-section area (Ac) per EC2 §9.5.2. Minimum 4 bars for rectangular columns. Tie spacing must not exceed: 20 times the smallest longitudinal bar diameter, the lesser column dimension, or 400 mm (§9.5.3). Lap splices are calculated at 40db per §8.7.

Formulas

Square: V = side² × height. Rectangular: V = width × depth × height. Circular: V = π/4 × diameter² × height. Concrete density: 2,400 kg/m³. Tie perimeter = 2×(width + depth) − 8×cover + 2×hook length.

FAQ

What is the minimum column size? EC2 recommends minimum 200 mm for non-seismic and 250 mm for seismic zones. How many bags per column? A 300×300×3 m column needs about 0.27 m³ or 12 bags of 50 kg concrete.

Misha Noyr, M.Eng.

Misha Noyr, M.Eng.

Civil Engineer · 15+ yrs · structural design, geotechnics. Full bio →