Structural Elements
Bar Bending Schedule
| Mark | Shape | Dia (mm) | No. | Member |
Total | Length (mm) | C.L. (mm) | Wt/m (kg) | Total Wt (kg) | Actions |
Project Summary
Diameter-wise Summary
| Dia (mm) | Total Length (m) | Unit Wt (kg/m) | Weight (kg) |
|---|
Grand Total Steel Weight
0.00
kg (0.000 tonnes)
Including 3% wastage: 0.00 kg
Quick Reference (IS 456 / IS 2502) Click to toggle
Bar Weight Reference (d²/162 kg/m)
| Dia | kg/m | Dia | kg/m |
|---|
| 6 mm | 0.222 | 20 mm | 2.469 |
| 8 mm | 0.395 | 25 mm | 3.858 |
| 10 mm | 0.617 | 28 mm | 4.840 |
| 12 mm | 0.889 | 32 mm | 6.321 |
| 16 mm | 1.580 | 36 mm | 7.990 |
Lap & Development Length (IS 456)
| Condition | Length |
|---|
| Tension lap (general) | 40d or Ld |
| Compression lap | 24d |
| Tension lap (bundled bars) | 2 × 40d |
| Min lap length | 300 mm or 15d |
Bend Deductions (IS 2502)
| Bend Angle | Deduction |
|---|
| 45° | 1d |
| 90° | 2d |
| 135° (hook) | 3d |
| 180° (std hook) | Net addition 9d |