Torque-Tension Calculator - Bolt Preload from Applied Torque Using K-Factor Method
Calculate bolt clamping force, preload, and proof load percentage for any fastener size and grade
Free torque-tension calculator using the short-form K-factor equation T = K × D × F. Enter bolt diameter, grade, and nut factor to calculate the clamp load produced by a given torque value. Supports SAE Grade 5 and Grade 8, ASTM A193 B7 and B16, A325, A490, metric Class 8.8 and 10.9 fasteners. Shows preload as a percentage of proof load and yield strength, with recommended torque ranges for dry, lubricated, and anti-seize conditions. Essential for flange assembly, structural connections, and rotating equipment bolting.
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Crane Rigging Calculator →How It Works
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Select Bolt Size and Grade
Choose the nominal bolt diameter (1/4" through 4" or M6 through M100) and material grade. The calculator loads the proof strength, yield strength, and tensile strength for the selected grade automatically.
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Set the Nut Factor (K)
Select the lubrication condition or enter a custom K-factor. Common values: 0.20 for dry steel, 0.18 for cadmium plated, 0.15 for moly paste, 0.12 for anti-seize compound. The K-factor is the single biggest variable in torque-tension relationships.
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Enter Target Torque or Preload
Input either the applied torque (ft-lbs or N-m) to calculate resulting preload, or input a desired preload (lbs or kN) to calculate required torque. The calculator works in both directions.
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Review Preload Results
See the calculated clamp force, percentage of proof load, percentage of yield, and recommended torque range. Color-coded indicators warn if preload exceeds 90% of yield or falls below 50% of proof load.
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Export Bolting Procedure
Generate a bolt-up sequence table showing pass-by-pass torque values (typically 30%, 60%, 100%, then final check pass) for controlled flange assembly per ASME PCC-1 guidelines.
Built For
- Millwrights assembling flanged piping connections per ASME PCC-1 bolting procedures
- Structural ironworkers verifying A325 and A490 bolt tension for steel connections
- Maintenance mechanics torquing rotating equipment hold-down bolts during installations
- Pressure vessel inspectors checking bolt preload adequacy for ASME Section VIII joints
- Wind turbine technicians verifying tower bolt torque during annual inspections
- Pipeline crews calculating tie-in flange bolt torque for API 6A and ASME B16.5 connections
- Quality engineers developing torque specification sheets for production assembly
Features & Capabilities
K-Factor Short-Form Equation
Uses the industry-standard T = K × D × F formula for quick torque-to-tension conversion. Includes preset K-factors for common lubrication conditions and allows custom input for specialty coatings or thread compounds.
Multi-Standard Fastener Database
Built-in material properties for SAE, ASTM, and ISO metric fastener grades including proof strength, yield strength, tensile strength, and tensile stress area for each bolt size.
Proof Load and Yield Warnings
Real-time indicators show preload as a percentage of proof load and yield strength. Visual warnings flag under-torqued bolts (below 50% proof) and over-torqued bolts (above 90% yield) to prevent joint failure.
Multi-Pass Torque Sequence
Generates a pass-by-pass torque table following ASME PCC-1 recommendations: typically four passes at 30%, 60%, 100%, and a final verification pass. Includes cross-pattern bolt numbering for even load distribution.
Bidirectional Calculation
Enter torque to find preload, or enter a target preload to find the required torque. Useful for working backward from a gasket manufacturer's recommended seating stress to the wrench setting.
Comparison
| Fastener Grade | Proof Strength (ksi) | Yield (ksi) | Tensile (ksi) | Typical K (Dry) | Common Use |
|---|---|---|---|---|---|
| SAE Grade 5 | 85 | 92 | 120 | 0.20 | General structural |
| SAE Grade 8 | 120 | 130 | 150 | 0.20 | High-strength applications |
| ASTM A193 B7 | 105 | 105 | 125 | 0.20 | Flanges, pressure vessels |
| ASTM A325 | 85 | 92 | 120 | 0.18 | Structural steel connections |
| ASTM A490 | 120 | 130 | 150 | 0.18 | Heavy structural steel |
| ISO 8.8 | 88 | 92 | 116 | 0.20 | Metric general purpose |
| ISO 10.9 | 120 | 130 | 145 | 0.20 | Metric high-strength |
Frequently Asked Questions
Learn More
Bolt Torque vs Tension: K-Factor, Preload & Lubrication Effects
Understanding the relationship between applied torque and bolt tension. K-factor (nut factor), lubrication effects, preload targets, and why 90% of your torque is friction.
Flange Bolting: ASME B16.5 Patterns, Gaskets & Torque Sequences
ASME B16.5 flange bolt patterns by size and class. Raised face vs RTJ, gasket selection, bolt torque sequences (star pattern), and common flange leak causes.
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