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About

Incorrect bolt torque is the leading cause of joint failure in mechanical assemblies. Under-torquing allows fatigue loosening and joint separation under cyclic loads. Over-torquing exceeds the bolt's proof load, causing yielding, hydrogen embrittlement in high-strength fasteners, or outright shank fracture. This calculator computes the required tightening torque T from the bolt's nominal diameter d, the target preload F, and the nut factor K. Preload is derived from the tensile stress area At and proof strength Sp per SAE J429, ASTM A307/A325, and ISO 898-1 standards. The tool assumes elastic tightening within the bolt's proof load range.

Roughly 90% of applied torque is consumed by friction in the threads and under the bolt head. The K-factor encapsulates these friction losses. A dry steel-on-steel joint uses K0.20, while anti-seize compounds drop it to ≈ 0.12. Misidentifying the surface condition can shift actual preload by 40% or more. This tool provides standard K-factor values but does not account for prevailing-torque locknuts, thread-locking adhesives, or angular tightening methods. For safety-critical joints (pressure vessels, structural steel), always cross-reference with the fastener manufacturer's specifications and applicable code (AISC, ASME PCC-1).

bolt torque fastener torque preload calculator clamping force K-factor bolt tightening torque wrench

Formulas

The fundamental short-form torque equation for threaded fasteners relates applied wrench torque to the resulting bolt preload (clamp force):

T = K × d × F

Where T = tightening torque (lb⋅ft or N⋅m), K = nut factor (dimensionless friction coefficient, typically 0.10 - 0.22), d = nominal bolt diameter (in or mm), F = desired preload / clamp force (lbf or N).

The target preload is calculated from the bolt's tensile stress area and proof strength:

F = Cp × At × Sp

Where Cp = preload fraction (0.75 for reusable joints, 0.90 for permanent joints), At = tensile stress area of the bolt (in² or mm²), Sp = proof strength of the bolt material (psi or MPa).

For UNC/UNF threads, the tensile stress area is computed from the nominal diameter d and thread pitch n (threads per inch):

At = π4 × (d 0.9743n)2

For metric threads with pitch P (mm):

At = π4 × (d 0.9382 × P1)2

The bolt stress under preload is verified against proof strength: σ = FAt. If σ > Sp, the bolt is overloaded and may yield.

Reference Data

StandardGrade / ClassMaterialProof Strength SpTensile Strength SutYield Strength SySize Range
SAE J429Grade 1Low/Med Carbon Steel33 ksi60 ksi36 ksi¼ - 1½ in
SAE J429Grade 2Low/Med Carbon Steel55 ksi74 ksi57 ksi¼ - ¾ in
SAE J429Grade 5Med Carbon Steel, Q&T85 ksi120 ksi92 ksi¼ - 1 in
SAE J429Grade 5 (lg)Med Carbon Steel, Q&T74 ksi105 ksi81 ksi1⅛ - 1½ in
SAE J429Grade 8Med Carbon Alloy, Q&T120 ksi150 ksi130 ksi¼ - 1½ in
ISO 898-1Class 4.6Low/Med Carbon Steel225 MPa400 MPa240 MPaM5 - M36
ISO 898-1Class 4.8Low/Med Carbon Steel310 MPa420 MPa340 MPaM1.6 - M16
ISO 898-1Class 5.8Low/Med Carbon Steel380 MPa520 MPa420 MPaM5 - M24
ISO 898-1Class 8.8Med Carbon Steel, Q&T600 MPa830 MPa660 MPaM16 - M36
ISO 898-1Class 8.8 (sm)Med Carbon Steel, Q&T580 MPa800 MPa640 MPaM1.6 - M16
ISO 898-1Class 9.8Med Carbon Steel, Q&T650 MPa900 MPa720 MPaM1.6 - M16
ISO 898-1Class 10.9Alloy Steel, Q&T830 MPa1040 MPa940 MPaM5 - M36
ISO 898-1Class 12.9Alloy Steel, Q&T970 MPa1220 MPa1100 MPaM1.6 - M36
ASTM A307Grade ALow Carbon Steel33 ksi60 ksi36 ksi¼ - 4 in
ASTM A325Type 1Med Carbon Steel, Q&T85 ksi120 ksi92 ksi½ - 1½ in
ASTM A490Type 1Alloy Steel, Q&T120 ksi150 ksi130 ksi½ - 1½ in
Common K-Factor Reference
ConditionK FactorNotes
Black Oxide (Dry)0.20Baseline; as-received steel
Zinc Plated (Dry)0.20Electroplated, no oil
Zinc Plated (Lubed)0.17Waxed or oiled after plating
Cadmium Plated (Dry)0.16Military / aerospace spec
Cadmium Plated (Lubed)0.11With MoS₂ grease
Moly Paste (MoS₂)0.13Anti-seize compound
Anti-Seize (Copper)0.12Copper-based paste
Anti-Seize (Nickel)0.13Nickel-based paste
Machine Oil0.15Light machine oil applied
Waxed0.14Paraffin wax coating
PTFE Coated0.12Teflon® dry film
Phosphate & Oil0.15Manganese phosphate + oil

Frequently Asked Questions

The K-factor (nut factor) is a dimensionless coefficient that accounts for all friction losses in the joint - thread friction, under-head friction, and thread geometry. A K-factor change from 0.20 (dry) to 0.12 (anti-seize) reduces the required torque by 40% for the same preload. This means applying "dry" torque values to a lubricated bolt will over-stress it by 40%, risking yield or fracture. Always verify the actual surface condition before selecting a K-factor.
The preload fraction Cp determines how close to the bolt's proof load you tighten. A value of 0.75 loads the bolt to 75% of proof load - standard for reusable connections that will be disassembled and re-torqued. A value of 0.90 is used for permanent, non-reusable joints (e.g., structural steel per AISC) where maximum clamp force is critical and the bolt is replaced after removal. Using 0.90 on a bolt you intend to reuse risks fatigue failure after several cycles.
UNF (fine pitch) threads have a larger tensile stress area At than UNC (coarse pitch) threads at the same nominal diameter, because the minor diameter is larger. A ½-20 UNF bolt has At = 0.1599 in² versus 0.1419 in² for ½-13 UNC. The larger stress area means higher preload at the same proof strength, which results in higher required torque. Fine threads also have a mechanical advantage that reduces the torque needed per unit preload, but the net effect of higher preload usually dominates.
This calculator's built-in grade tables cover carbon and alloy steel per SAE J429 and ISO 898-1. Stainless steel fasteners (A2-70, A4-80 per ISO 3506) have different proof strengths - A2-70 has Sp450 MPa and A4-80 has Sp600 MPa. You can use the "Custom" input mode to enter these values manually. Note that stainless steel is prone to galling, making lubrication (K ≈ 0.12 - 0.15) essential to prevent thread seizure during tightening.
The short-form equation T = K × d × F is an empirical simplification that lumps thread pitch, thread friction coefficient μt, and bearing friction coefficient μb into a single K-factor. The long-form (Motosh equation) separates these variables and typically agrees within ±5% when using published K-values. For most industrial applications, the short-form is standard practice (per Fastenal, Nord-Lock, and Boltscience guidelines). The dominant source of error is K-factor uncertainty (±25%), not the equation form.
Non-standard bolt diameters are uncommon in production hardware but occur in custom machined studs. This calculator requires you to select a standard size from the dropdown, which ensures the tensile stress area At matches published thread data. If you have a non-standard fastener, use "Custom" mode and enter the known At from the machining drawing. Interpolating At between standard sizes is not recommended because stress area depends non-linearly on both diameter and thread pitch.