~18.6 t
Reinforcement
14 marks
Bar marks
2 slab zones, 2 column types
Elements
EN 1992-1-1
Design code
Manual
~6 hours
FrameAI
4 minutes
Description
Full reinforced concrete schedule for a four-storey 1,200m² office building. 14 bar marks across beams, columns, slabs, and edge bars. EN 1992-1-1 section class checks on all columns and two-way slabs. BBS, cut-list, and column/slab schedule PDFs generated from synthetic input.
Schedule breakdown
| Diameter | No. bars | Weight (kg) | Weight (t) |
|---|---|---|---|
| H10 | 1,824 | 1857.8 | 1.858 |
| H12 | 768 | 3316.0 | 3.316 |
| H16 | 704 | 6279.6 | 6.280 |
| H20 | 128 | 1704.2 | 1.704 |
| H25 | 112 | 2147.0 | 2.147 |
| H32 | 128 | 3275.3 | 3.275 |
| TOTAL | 3,664 | 18579.8 | 18.580 |