I often find myself double-checking metric bolt sizes when switching between coarse and fine threads, particularly on older equipment or mixed-standard assemblies.
As a quick reference:
- M6 → 1.0 (coarse), 0.75 (fine)
- M10 → 1.5 (coarse), 1.25 (fine)
- M12 → 1.75 (coarse), 1.25 (fine)
In general:
- Coarse threads tend to be more robust in typical applications and more tolerant of damage or contamination
- Fine threads are useful where higher tensile strength or finer adjustment is required
I’ve also noticed head sizes and tolerances can vary slightly depending on the standard revision being used.
I’ve put together a more complete set of tables (M3–M36, including dimensions and tolerances) here if useful:
www.roymech.co.uk/.../Hex_Screws.html
Interested to hear if others have a preferred rule-of-thumb when selecting thread types in design or maintenance contexts.