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
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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 →
Crane Runway Beam — Web Stiffeners + Monorail
Industrial / Crane  /  HEA 500  /  S355

Crane Runway Beam — Web Stiffeners + Monorail

15m span Primary dimension
HEA 500 Section
S355 Steel grade
K. Vrancken Designer
Hasselt, BE Location
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Ergonomic overhead crane runway beam, HEA 500 with welded web stiffeners at 600mm intervals. Monorail hoist capacity 10t, repeated fatigue loading. EN 1993-1-1 Class 1 plastic, EN 1993-1-9 fatigue assessment for FAT 80 category. Wheel patch loads from GB1b crane group.

Project highlights
Eurocode design summary
EN 1993-1-1 — Class 1HEA 500 plastic, γM0=1.0
EN 1993-1-9 §6Fatigue FAT 80, Δσ = 85 N/mm²
EN 1993-1-1 §6.3Web stiffener buckling, curve c
Crane wheel loadsF_max = 125 kN (GB1b)
2 downloadable artefacts
DSTV NC1 — CNC data 7th edition ASCII
Download
DXF — Section + elevation AutoCAD R12 — cross-section + elevation
Download
Calculation overview
Max utilisation 76.3%
Stiffener spacing 600 mm
Flange thickness 20 mm
Wheel patch load 125 kN / 80mm × 200mm
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