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 →
Office Floor — Composite Slab with Secondary Beams
Composite / Floor  /  IPE 360  /  S355

Office Floor — Composite Slab with Secondary Beams

36 beams Primary dimension
3 floors Section
S355 Steel grade
H. van den Berg Designer
Amsterdam, NL Location
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Multi-storey office floor with IPE 360 secondary beams at 3m centres supporting a 130mm composite slab (ComFlor 60). Headed stud connectors at 150mm spacing, full shear interaction. Fire rating R90 per EN 1994-1-2. 36 beams total across 3 floors.

Project highlights
Eurocode design summary
EN 1994-1-1 §5.4Composite beam, full shear interaction
Stud design16mm × 100mm at 150mm, V_l,Rd = 98 kN/stud
Slab design130mm composite slab, μ = 0.4
Fire EN 1994-1-2R90, composite action maintained
SLS deflectionL/312 < L/300 limit (short-term)
3 downloadable artefacts
DXF — Floor shop drawing AutoCAD R12 — plan view
Download
IFC — Full floor BIM IFC 4 × 3
Download
PDF — Composite calc note EN 1994-1-1 §5.4
Download
Calculation overview
Max utilisation 78.4%
Studs per beam 32 (IPE 360)
Slab concrete C30/37, 130mm + 60mm deck
Total steel tonnage 18.4 t (3 floors)
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