StrucLab
| Project | — | Job No. | — |
| Calculation | Column Reinforcement Rate | By | — |
| Reference | Estimating rate (indicative) | Date | 6 June 2026 |
Column Reinforcement Rate
Estimates & Quantities · Reinforcement mass and kg/m³ for a column (with & without ties)
215.7Rate incl. ties (kg/m³)
155.3Rate excl. ties (kg/m³)
1.45Vertical reo (%)
Vertical bar schedule
Each row = a bar group. Length per bar = floor height + lap (by Ø). Live calc.
| No. | Bar | Lap (mm) | Mass (kg) | ||
|---|---|---|---|---|---|
| 1 | 1,000 | 174.7 |
Breakdown
| Vertical bars | 174.7 kg | 1 group(s), incl. lap |
| Ties | 68.0 kg | 4.85 kg/set × 14 sets |
| Total reo | 242.7 kg | / 1.125 m³ |
Quantities
| Section | 1500 × 250 mm | rectangular |
| Concrete volume | 1.125 m³ | area × H |
| Tie set length | 7.68 m | all legs / set |