Nika Steelworks

Guide · Design for manufacture

Machining After Welding: How to Dimension a Weldment

Practical rules for engineers who design welded frames, bases and housings that are machined after welding: datums, machining allowance, tolerances to ISO 13920, stress relief and what to put on the drawing.

Caliper measuring the bore of a machined bearing housing
Machined steel housings with round bores on a wooden pallet
Welded steel base plate with a machined central bore
  • ISO 13920Weld tolerances
  • ISO 2768Machined features
  • 3–5 mmTypical stock
  • DatumsSet before welding
  • CMMFinal check
Why it matters

Why Welded Parts Are Machined After Welding

Welding puts heat into steel and makes it shrink as it cools. A welded frame always moves a little: faces bow, holes shift, and long members twist. For most structural parts that is acceptable within ISO 13920. For mounting faces of gearboxes, linear guides or bearings it is not.

The answer is to weld first and machine second. Functional faces, bores and hole patterns are machined after welding, so their accuracy comes from the machine tool, not from the weld. This only works if the drawing is prepared for it.

Design rules

Seven Rules for Weldments That Will Be Machined

  1. Define datums

    Choose a primary datum face that is machined first and all other features refer to. Show it clearly on the drawing.

  2. Separate weld and machine tolerances

    Use ISO 13920 for the welded structure and ISO 2768 or explicit tolerances for machined features.

  3. Allow machining stock

    Plan typically 3–5 mm per machined face on medium parts, more on large or thin-walled weldments.

  4. Thicken machined pads

    Make pads and bosses thick enough that the finished thickness is still sufficient after stock removal.

  5. Keep tool access

    Check that boring bars and milling heads can reach every machined feature after welding.

  6. Specify stress relief

    For tight tolerances on large or heavy weldments, specify stress relieving before finish machining.

  7. Mark what is machined

    Use machining symbols and notes, so the welder knows where stock is needed.

Tolerances

Which Tolerance Standard for Which Feature

FeatureStandardTypical class
Welded structure, linear dimensions and anglesISO 13920Class A, B or C
Straightness, flatness, parallelism of welded partsISO 13920Class E, F or G
Machined features, generalISO 2768-1f or m
Machined geometry, generalISO 2768-2K or H
Bearing seats and fitsISO 286e.g. H7, k6
Weld qualityISO 5817B or C
Common mistakes

What Goes Wrong Most Often

01

One tolerance for everything

Machining tolerances applied to the whole weldment make the part expensive and sometimes impossible.

02

No stock on functional faces

If the drawing shows final dimensions only, faces may be too thin after machining out distortion.

03

Datums on welded edges

A datum on an unmachined welded edge moves with every part and makes measurement unreliable.

FAQ

Questions About Machining After Welding

How much machining allowance should I leave?

Typically 3 to 5 mm per face on medium weldments, more on large, long or thin-walled parts. Your fabricator can advise per part.

When is stress relief needed?

When tight tolerances must hold on large or heavily welded parts, or when the part will be machined in several stages. It reduces movement during and after machining.

Which tolerance standard applies to welded parts?

ISO 13920 for the welded structure; ISO 2768, ISO 286 or explicit tolerances for machined features.

Can you help prepare our drawing?

Yes. We review drawings before quoting and suggest datums, stock and tolerance changes that make the part cheaper or more reliable.

Send us your weldment drawing.

We review datums, stock and tolerances before quoting, and tell you what would make the part cheaper to build.

Send a drawingPDF · STEP · DXF · DWG accepted
or call +90 552 102 13 22