SOU1RCE 1 Engineering — Civil · Structural · Electrical — BESS · SCADA + Security · Substation
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8 disciplines, one platform
Eurocode + AISC design codes covered
DXF + IFC 4 fabrication-ready output
See a real output — 24m×36m portal frame warehouse →
What FrameAI Delivers

From PDF to fabrication-ready artefacts

Upload a structural steel PDF. FrameAI extracts every member, runs the Eurocode calculations, and outputs the full suite of fabrication-ready files.

DXF Shop Drawings
Part marks, dimensions, and material callouts. AutoCAD R12 compatible for every steel detailer.
IFC 4 BIM Model
Full structural model importable into Tekla, Robot, SCIA, and any BIM platform.
DSTV NC1 CNC Data
7th edition ASCII output for automated drilling, cutting, and welding machines.
Eurocode Calcs
EN 1993-1-1 buckling, EN 1993-1-8 connections, EN 1994 composite beams — included.
See real project examples → See Eurocode worked examples →
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Case Studies

Real structural steel projects processed end-to-end through FrameAI. Every study includes full fabrication artefacts — DSTV NC1, DXF shop drawings, IFC BIM model — ready to download.

24m × 60m portal frame warehouse — IPE 500 columns, IPE 450 rafters, S355 J2
Portal Frame — Benchmark 24m × 60m S355 Warehouse — 4 min vs 11 hrs

PDF to fabrication-ready in 4 minutes. EN 1993-1-1 checks on 22 members, EN 1993-1-8 eaves connections (8 × M20 10.9, 4 rows), DSTV NC1 7th edition. IPE 500 columns / IPE 450 haunched rafters, S355 J2, 18.5 te total steel.

4 min FrameAI runtime
IPE 500 Column section
18.5 te Total steel
View study & download →
Multi-Storey Bolted Connection
Bolted Moment Connection 5-Storey Office Frame — Bolted End Plate

EN 1993-1-8 Class 4 bolted end-plate moment connections verified. Multi-storey frame with IPE400 rafters and HEA300 columns. DSTV NC1 with hole blocks for CNC processing, DXF with part marks and weld symbols.

18 NC1 Parts
IPE400 Rafter
8 Connections
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Seismic Frame 5-Storey
Seismic Design 5-Storey Frame — EN 1998-1 Seismic Analysis

5-storey moment-resisting frame designed per EN 1998-1. Seismic actions per Italy NA (ag = 0.25g), behaviour factor q = 4.0 (DCM). Lateral force method, drift verification, capacity design checks included. Export of DSTV NC1 with EXC2 traceability.

24 NC1 Parts
DCM q=4 Ductility
12 Connections
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Process your own steel drawing to generate real fabrication artefacts.

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