SOU1RCE 1 Engineering — Civil · Structural · Electrical — BESS · SCADA + Security · Substation
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Eurocode + AISC design codes covered
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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 Flat Slab — EN 1992-1-1 Shear + Crack Width (Worked Example)
Concrete / RC  /  200mm slab  /  C25/30 + B500B

RC Flat Slab — EN 1992-1-1 Shear + Crack Width (Worked Example)

200mm slab Primary dimension
C25/30 Section
B500B Steel grade
L. Johansson Designer
Stockholm, SE Location
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Two-way flat slab, 200mm thickness, C25/30, Ø12-150 B500B top and bottom. Shear check per EN 1992-1-1 §6.2.2 (V_Rd,c without links), crack width §7.3 under quasi-permanent load (w_k = 0.21mm < 0.3mm XC1), minimum slab reinforcement §9.3.1.1. Secondary reinforcement ≥ 20% of main. Rebar schedule per BS 8666.

Project highlights
Eurocode design summary
EN 1992-1-1 §6.2.2 — ShearV_Rd,c=58.2 kN/m, V_Ed=45 kN/m ✓
EN 1992-1-1 §7.3 — Crack widthw_k=0.21mm ≤ 0.40mm (XC1) ✓
EN 1992-1-1 §9.3.1.1 — Min reinfAs,prov=754mm²/m ≥ As,min=218mm²/m ✓
EN 1992-1-1 §9.3.1.1 — Sec reinfAs,sec ≥ 20% of main → Ø10-200 ✓
2 downloadable artefacts
PDF — Rebar schedule BS 8666 shape codes
Download
PDF — Calc note EN 1992-1-1 §6.2/§7.3/§9.3
Download
Calculation overview
Max utilisation 77.4%
V_Rd,c 58.2 kN/m
As,prov / As,min 754 / 218 mm²/m
w_k 0.21 mm (XC1)
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