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 →
Timber-Steel Hybrid Roof — Purlins on Ridge Beam
Timber / Hybrid  /  GL 24h + IPE 240  /  GL 24h / S355

Timber-Steel Hybrid Roof — Purlins on Ridge Beam

18m span Primary dimension
GL 24h Section
S355+S350 Steel grade
S. Lindqvist Designer
Gothenburg, SE Location
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Sawtooth roof with GL 24h glulam purlins at 1.2m spacing on a primary S355 IPE 240 ridge beam. Span 18m. Cold-formed Z-section secondary purlins in S350GD. EN 1995-1-1 timber design with k_h modification factor for edge beams.

Project highlights
Eurocode design summary
EN 1995-1-1 §6.1.6GL 24h bending, k_h = 1.10 (edge)
EN 1995-1-1 §6.3.2LTB verification for 18m purlins
EN 1995-1-1 §6.1.7Shear k_cr = 0.67 (glulam)
EN 1993-1-3Cold-formed Z-sections, S350GD, t = 1.5mm
2 downloadable artefacts
DXF — Roof plan + section AutoCAD R12 — plan + section
Download
PDF — Timber calc note EN 1995-1-1 §6.1/§6.3
Download
Calculation overview
Max utilisation 82.1%
GL purlin size 80×320 mm
LTB moment M_y,Ed = 42 kNm
Ridge beam shear V_Ed = 88 kN
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