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 →
Seismic-Designed Moment Frame — 5-Storey
Portal / Frame  /  HEA 340  /  S355

Seismic-Designed Moment Frame — 5-Storey

5 storeys Primary dimension
HEA 340 Section
S355 Steel grade
M. Nakamura Designer
Osaka, JP Location
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Five-storey moment-resisting frame designed for high-seismicity region. HEA 340 sections with capacity design per EN 1998-1 §5.2. Column overstrength factor Ω=0.75. Strong-column weak-beam verification. Ductility class DCM, behaviour factor q=4.0.

Project highlights
Eurocode design summary
EN 1998-1 — Seismic designDCM, q=4.0, ag=0.35g
EN 1998-1 §5.2 — Capacity designSCWB ratio > 1.3
EN 1993-1-1 — ColumnClass 1 plastic, buckling curve a
EN 1993-1-8 — Panel zoneV_j,Rd = 540 kN
3 downloadable artefacts
DXF — Elevations + plans AutoCAD R12
Download
IFC — BIM model IFC 4 × 3
Download
PDF — Seismic calc note EN 1998-1-3 §5
Download
Calculation overview
Max column utilisation 76.1%
SCWB ratio 1.47
Seismic drift H/250 (SLS), H/150 (ULS)
Panel zone shear 490 kN
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