Industries › Office Buildings
EN 1993 + EN 1992 + BREEAM/DGNB embodied carbon hooks. Upload a drawing set — get a complete member schedule, RC deck checks, shop drawings, DSTV NC1 files, and a grade-sorted BOM ready for procurement.
Typical workloads
Office buildings mix steel frames with RC composite decks, transfer beams, and braced cores. FrameAI handles the full stack: steel structure, RC deck design, rebar schedule, and connection details.
Eurocode coverage
| Check | Standard | Automation | NA variants |
|---|---|---|---|
| Steel cross-section + member buckling | EN 1993-1-1 §6 | ■ Full | NL, DE, FR, BE, IT |
| End-plate moment connection design | EN 1993-1-8 | ■ Full | all |
| RC deck — bending, shear, crack width | EN 1992-1-1 §6/§7 | ■ Full | NL, DE, FR |
| RC minimum reinforcement §9 | EN 1992-1-1 §9 | ■ Full | all |
| Composite beam — shear stud design | EN 1994-1-1 §6.6 | ■ Full | NL, DE, FR, IT |
| Pad foundation bearing capacity | EN 1997-1 | ■ Full | all |
| BS 8666 rebar schedule (UK) | BS 8666 | ■ Full | UK |
Sustainability
Every BOM includes embodied carbon per kg of steel by grade (S275/S355/S460), sourced from EPD databases. Export the data directly into your BREEAM or DGNB submission — no manual cross-referencing.
Excel BOM — EN 10365 weights, surface area, grade-sorted, embeddable in BREEAM/DGNB submissions.
Procurement
Return on investment
An 8-storey office building typically runs 6–12 months of design with 8–15 revision cycles. Each revision previously meant hours of manual re-checking. FrameAI re-runs every check automatically.
No credit card · EN/NL/DE supported