MAKANIKENGINEERED TO OUTLAST
Weld it on. Bolt to it. Rated.

Weld-on bolt tab

A flat weld-on tab with the bolt hole already engineered — laser-cut, deburred, and rated in axial pull. The bolt is the fuse: the plate is deliberately built past the bolt so the failure you get is the one you designed for.

MK-TAB-SS-M20-16-100
SS304 · EN 10088-2 1.4301  ·  534 g
Weld-on bolt tab — MK-TAB-SS-M20-16-100
Rated load82.3 kN≈ 8.39 t · static
Peak von Mises274 MPaat the load bore
Max deflection0.067 mmelastic · fully recovers
Bucklingλ₁ 420non-governing
01

3D solid — STEP

CAD-ready · exact geometry
MK-TAB-SS-M20-16-100 isometric

All tangent arcs and lines. No splines, no facets. This whole profile is 4 vertices, 1 of them true arc segments, plus 1 full circles. Every curve is a true arc your CAM follows as an arc — not a chord, not a polyline pretending to be a radius, not a mesh someone exported and hoped you would not measure.

A real solid, not a mesh. Watertight, positive volume, and the mass agrees with the flat profile it was cut from — every SKU is checked for that before it ships.

Drop it straight into your assembly. SS304 · EN 10088-2 1.4301, 534 g as modelled, with the holes deducted.

Choose by load, or by the plate you already have — every bolt size is also offered on thinner plate, widened so it still develops the full bolt rating.

02

Rated drawing

A4 · vector PDF · third angle
rated drawing sheet, MK-TAB-SS-M20-16-100
the actual sheet · shown small

Plan view, projected front view, and a load-rated data block — drawn by the engine from the same DXF you get, so the view and the cut file cannot disagree about what the part is.

Every dimension on it is checked for legibility before the sheet is issued: nothing off-sheet, nothing sitting on the part, nothing on top of another dimension.

title block detail, MK-TAB-SS-M20-16-100
title block, full resolution — material, rated load, part number
03

FEA report

stress · deflection · FoS · buckling
von Mises stress field, MK-TAB-SS-M20-16-100
von Mises field at the rated 82.3 kN — the actual solve for this part

Our own spec, not a copied national one. A linear-elastic solve plus a linear eigenvalue buckling step on the same model, applied at the rated load with the real restraint — then read against yield, against margin, and against stability.

Peak 274 MPa at the bore, 0.067 mm of deflection that fully recovers, and mode 1 buckling at λ₁ 420 × the rated load. The rating is set by the governing criterion, and the report says which one and why.

the FEA report, page by page
every page · stress · displacement · factor of safety · buckling · method & validation
04

What you get

MK-TAB
R150 the pack, VAT included

Steel S275 · Stainless SS304 · Aluminium AL6082 — 585 SKUs from 57 FEA masters.

Card or instant EFT through Payfast, in rand · download link and tax invoice mailed straight after payment · the flat DXF stays free
▤ All parts — back to the launcher