Workshop 30 × 48 m, frame only
Generated by Statyk with the default parameters of this object (Workshop). A preliminary solution, not a design; calculations must be checked by a specialist.
Key facts
- Object
- Workshop
- Footprint
- 30 × 48 m
- Built-up area
- 1,440 m²
- Wall height
- 9 m
- Ridge height
- 11.11 m
- Labour hours
- 2,766 h
Structural engineer approval required
Indicative cost
- Materials (incl. waste, incl. VAT)
- €150,154.49
- Labour hours
- 2,766 h
Preliminary prices from catalogue lt-2026-10 (2026-10-25). This is an example, not an offer: supplier prices vary and labour depends on your rate – you enter it and your own materials in the generator. Catalogue prices are still being verified.
Drawings
Material quantities
Quantities include waste allowance. The generator shows the price with your own materials and labour rate.
| Material | Unit | Quantity (with waste) |
|---|---|---|
| Column anchor bolt setFoundation | set | 20 |
| Concrete C20/25Foundation | m³ | 5.38 |
| Formwork (boards / panels, rental)Foundation | m² | 28.16 |
| Crushed stone / gravel 0–32Floor | m³ | 306.92 |
| Concrete C20/25Floor | m³ | 219.73 |
| GeotextileFloor | m² | 1,534.61 |
| Rebar mesh 150x150Floor | m² | 1,534.61 |
| Column base plate with stiffeners (I-section)Walls | pcs | 20 |
| Wind bracing rod Ø16 with turnbucklesWalls | m | 101.15 |
| HEA 300 I-section (hall column, provisional size)Walls | m | 187.2 |
| Roof sandwich panels 100 mmRoof | m² | 1,624.13 |
| Wind bracing rod Ø16 with turnbucklesRoof | m | 146.14 |
| Truss bearing and apex joint set, boltsRoof | set | 7 |
| Open-web truss (OWJ), welded, provisional sizeRoof | m | 220.63 |
| Z-section purlin 150Roof | m | 1,061.23 |
| Downpipe 100 mmRainwater drainage | m | 94.5 |
| Gutter 150 mmRainwater drainage | m | 102.06 |
| Gutter bracketRainwater drainage | pcs | 162 |
| Anchor bolt M12Fasteners | pcs | 160 |
| Post connectorFasteners | pcs | 21 |
| Self-drilling screws 35 mmFasteners | pcs | 11,370 |
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Rule set lt-v1, catalogue lt-2026-10.