SOU1RCE 1 Engineering — Civil · Structural · Electrical — BESS · SCADA + Security · Substation
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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 →
RC Beam — EN 1992-1-1 Bending + Shear (Worked Example)
Concrete / RC  /  300×600  /  C30/37 + B500B

RC Beam — EN 1992-1-1 Bending + Shear (Worked Example)

300×600mm Primary dimension
C30/37 Section
B500B Steel grade
A. Müller Designer
Munich, DE Location
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Simply-supported rectangular RC beam, 300×600mm, 6m span. C30/37 concrete, 3Ø20 B500B tension bars. Bending check per EN 1992-1-1 §6.1 (rectangular stress block, x/d limit 0.45), shear check §6.2.2 V_Rd,c, crack width §7.3 under quasi-permanent load (w_k = 0.24mm < 0.3mm XC2), minimum reinforcement §9.2.1.1. Rebar schedule with BS 8666 shape codes.

Project highlights
Eurocode design summary
EN 1992-1-1 §6.1 — BendingM_Rd=187 kNm, x/d=0.267 ≤ 0.45 ✓
EN 1992-1-1 §6.2.2 — ShearV_Rd,c=63.4 kN, V_Ed=62 kN ✓
EN 1992-1-1 §7.3 — Crack widthw_k=0.24mm ≤ 0.30mm (XC2) ✓
EN 1992-1-1 §9.2.1.1 — Min reinfAs,prov=942mm² ≥ As,min=256mm² ✓
2 downloadable artefacts
PDF — Rebar schedule BS 8666 shape codes
Download
PDF — Calc note EN 1992-1-1 §6.1/§6.2/§7.3
Download
Calculation overview
Max utilisation 74.8%
M_Rd 187 kNm
As,prov / As,min 942 / 256 mm²
w_k 0.24 mm (XC2)
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