Rebar Estimate
Slab · Preliminary reinforcement take-off generated with CalcsBay
ElementSlab
Unit systemMetric
Slab dimensions10 × 8 m
Cover50 mm
Direction XT12 (12 mm) @ 200 mm
Direction YSame as Direction X
LayersBottom only
Main reinforcement718.1 kg
Secondary reinforcement0 kg
Net reinforcement718.1 kg
Lap / allowance0 kg
Waste allowance5% · 35.9 kg
Estimated order754 kg · 0.75 t
Rebar Take-Off
Preliminary quantity schedule - not a certified bar bending schedule.
Main and secondary reinforcement take-off| Bar Mark | Description | Type | Diameter | Qty | Length / Bar | Total Length | Weight |
|---|
| Main Reinforcement |
|---|
| M01 | X directionApprox. actual spacing 198 mm | Straight Bar | T12 (12 mm) | 41 | 9.9 m | 405.9 m | 360.4 kg |
| M02 | Y directionApprox. actual spacing 198 mm | Straight Bar | T12 (12 mm) | 51 | 7.9 m | 402.9 m | 357.7 kg |
| Secondary Reinforcement |
|---|
| No items |
| Net reinforcement | 808.8 m | 718.1 kg |
| Estimated order quantity | 849.24 m | 754 kg |
CalcsBay estimates reinforcement quantities from user-entered reinforcement layouts. It does not determine structural reinforcement requirements, anchorage, lap lengths, bend requirements or code compliance. Always use the structural drawings and applicable project specifications for reinforcement detailing.