Columns & ReinforcementConstruction

Reinforced Concrete Column Volume, Rebar Cage & Stirrups Estimator

Calculate ready-mix concrete volume (m³), formwork surface contact area, longitudinal main rebar steel tonnage, and lateral tie/stirrup quantities for rectangular or circular columns.

Calculated Result

Total Ready-Mix Concrete Volume (m³)

3.02

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Total Ready-Mix Concrete Volume (m³)

3.02

Total Steel Rebar Cage Weight (kg)

395.9 kg

Total Stirrups / Ties Count

168 ties

Formwork Contact Surface Area (m²)

33.6 m²

Single Column Net Volume

0.36 m³

Longitudinal Main Rebar Weight

303 kg

Main Longitudinal Rebar vs. Stirrups Weight

Longitudinal Main Rebar Weight
303 kg(77%)
total_stirrups_steel_kg
92.9(23%)

Calculations assume standard 25mm (1 inch) clear concrete cover and standard lap splice extensions.

All engineering calculations, structural estimates, and electrical sizing metrics are provided for preliminary estimation only. Always ensure compliance with relevant statutory building codes and occupational safety standards, verified by a certified professional engineer before practical implementation.

Calculation Methodology

Concrete Volume = Column Section Area * Height * Quantity. Stirrups Count = (Height / Spacing) + 1. Rebar Weight = Total Length * Unit Weight.

Frequently Asked Questions

Multiply cross-sectional area (Width * Depth) by Height, then multiply by the total number of identical columns and add 5% for site casting waste.

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