STEEL FRAME & WELDMENTS PRO — SAMPLE SHOP FILES

Generated in Autodesk Fusion using Weldments Pro dev/v2, 2026-09-08.
Demonstration: braced 900 x 600 x 800 mm workshop frame; 17 members, 4 base plates, 4 gussets, 5 managed Tab/Slot joints and 42 weld groups.

FILES
cutting_list.csv: parts and weld schedule.
stock_plan.csv/pdf: bar allocation and cutting sequence.
weld_cost.csv: per-joint quantities, time, example costs and their assumptions.
plate_dxf/: seven unique plate files (eight physical plates) and quantity index; millimetres.
plate_nesting.pdf + nest_dxf/: layouts grouped by thickness/material, millimetres.
frame_check.csv: the example beam-model results.

SAMPLE INPUTS
Stock: 6000 mm bars; kerf 3 mm; end trim 5 mm; reusable offcuts >= 300 mm.
Nesting: 500 x 300 mm sheets; 5 mm part spacing; 10 mm margin.
Frame Check: 500 kg spread across six top members + self-weight; Steel S235; four fixed feet; L/250 deflection limit. Euler K=1 is a reference, not verified buckling resistance.
Weld Cost: MIG / GMAW; labour $25/h, deposition 2.5 kg/h, 45% operating factor, 95% efficiency, consumable $3/kg, gas $4/h.

Approximate weld quantities are marked by Quantity status in CSV (and ~ in PDFs). N/A throat or capacity must not be treated as verified weld strength.
These are illustrative outputs, not a production-approved design or price quote. Review model, tolerances, process rates, machine settings and calculation assumptions for your own job.
