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M45×3 Torque Spec

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

M45×3 · 8.8 · dry threads 5472 N·m 4036 lb-ft · targets 608 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
212315921566235.9 kN559.1 kN
8.8
Medium-carbon, quenched & tempered — the default structural grade
547241044036608 kN1118.2 kN
10.9
Alloy steel, Q&T — high strength
783158735776870.1 kN1453.6 kN
12.9
Alloy steel, Q&T — highest common grade (socket head cap screws)
9151686467501016.8 kN1705.2 kN
A2-70
304 stainless, cold worked
424631843131471.7 kN978.4 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 M45×3 8.8 fastener under different conditions:

Thread conditionNut factor KTorque for same preload
Plain / as-received, dry0.205472 N·m
Zinc plated, dry0.226019 N·m
Black oxide, lightly oiled0.184925 N·m
Machine oil on threads0.154104 N·m
Molybdenum disulfide / anti-seize0.123283 N·m
Waxed or PTFE coated0.102736 N·m
Torquing a lubricated bolt to the dry spec overloads it — the 2736 N·m row and the 5472 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 (1397.7 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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