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M8×1.25 Torque Spec

Calculated preload torque by grade, plus what actually changes the number.

M8×1.25 · 8.8 · dry threads 25.5 N·m 18.8 lb-ft · targets 15.9 kN clamp load (75% of proof)

By grade

GradeDry (N·m)Lubed (N·m)Dry (lb-ft)Clamp loadUltimate tensile
4.6
Low-carbon steel, general purpose
9.887.417.296.2 kN14.6 kN
8.8
Medium-carbon, quenched & tempered — the default structural grade
25.519.118.815.9 kN29.3 kN
10.9
Alloy steel, Q&T — high strength
36.527.326.922.8 kN38.1 kN
12.9
Alloy steel, Q&T — highest common grade (socket head cap screws)
42.63231.426.6 kN44.7 kN
A2-70
304 stainless, cold worked
19.814.814.612.4 kN25.6 kN

Why lubrication changes everything

Roughly 90% of the torque you apply is consumed by friction — under the head and in the threads. Only about 10% becomes useful bolt stretch. That means the friction coefficient, not the bolt, sets the relationship between torque and clamp load. Here is the same M8×1.25 8.8 fastener under different conditions:

Thread conditionNut factor KTorque for same preload
Plain / as-received, dry0.2025.5 N·m
Zinc plated, dry0.2228 N·m
Black oxide, lightly oiled0.1822.9 N·m
Machine oil on threads0.1519.1 N·m
Molybdenum disulfide / anti-seize0.1215.3 N·m
Waxed or PTFE coated0.1012.7 N·m
Torquing a lubricated bolt to the dry spec overloads it — the 12.7 N·m row and the 25.5 N·m row produce the same clamp load. Apply the dry number to a waxed fastener and you are at roughly twice the intended preload, which for a 8.8 is past yield.

Assumptions behind these numbers

T = K × D × F with K = 0.20, F = 0.75 × proof load, and proof load = tensile stress area (36.61 mm²) × the grade's proof strength. This is a general-engineering starting point for a reusable steel-on-steel joint. It is not a substitute for a manufacturer's torque sequence on an engine, a suspension component, a pressure vessel or any structural connection.

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