Bolt Torque Calculator - Torque Values by Size, Grade & Lubrication Condition
Look up proper tightening torque for standard bolts in dry, oiled, and anti-seize conditions
Free bolt torque calculator for maintenance mechanics, millwrights, assemblers, and engineers. Enter your bolt size, thread pitch, grade or class, and lubrication condition to get the recommended tightening torque and the resulting clamp load in pounds. Getting bolt torque right matters more than most people realize. An under-torqued bolt does not develop enough clamp force to resist joint separation and will loosen under vibration. An over-torqued bolt exceeds the proof load and either yields immediately or fails prematurely under cyclic loading. This calculator covers SAE Grade 2, 5, and 8 bolts in inch sizes from 1/4-20 through 1-1/2-6, plus Metric Class 8.8, 10.9, and 12.9 bolts from M6 through M36. For each combination, it provides torque values at three lubrication conditions: dry (K=0.20), lightly oiled (K=0.15), and anti-seize or moly paste (K=0.10). The difference is dramatic - the same bolt torqued to 75 ft-lbs develops 40% more clamp force when lubricated with anti-seize than when dry, because less torque is wasted overcoming thread friction. Results include proof load, yield clamp load, recommended torque at 75% of proof load, and a warning if your specified torque exceeds the bolt's proof load.
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Select Bolt Size and Thread
Choose your bolt diameter and thread pitch. For inch bolts, select from standard UNC (coarse) and UNF (fine) sizes. For Metric, select the diameter and pitch (e.g., M12×1.75 coarse or M12×1.25 fine). Fine threads develop higher clamp loads at the same torque because of lower thread lead angle.
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Select Bolt Grade or Class
Choose the bolt grade: SAE Grade 2 (low carbon, marked with no lines), Grade 5 (medium carbon, 3 lines), or Grade 8 (alloy, 6 lines). For Metric: Class 4.6, 8.8, 10.9, or 12.9. The grade determines proof load and yield strength, which directly set the maximum safe torque.
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Select Lubrication Condition
Choose dry (as-received, no lubricant), lightly oiled (machine oil on threads), or anti-seize/moly paste. This sets the torque coefficient (K-factor): 0.20 for dry, 0.15 for oiled, 0.10 for anti-seize. The K-factor has a larger effect on clamp force than most people expect.
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Review Torque Value and Clamp Load
See the recommended torque in ft-lbs and N-m, the resulting clamp load in pounds and kN, and the proof load of the bolt. The standard recommendation is to torque to 75% of proof load for static applications, which provides a safety margin against yield while developing adequate clamp force.
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Check Against Your Application
Compare the calculated torque against your assembly specification. If your spec calls for a different target (e.g., 90% of proof for high-vibration flange bolting), adjust the target percentage. The calculator warns if the resulting clamp load exceeds the bolt's proof load at any setting.
Built For
- Maintenance mechanics torquing flange bolts during pump and valve reassembly
- Millwrights setting foundation bolts and equipment hold-down bolts to spec
- Automotive technicians verifying torque values for suspension and drivetrain fasteners
- Structural steel erectors torquing high-strength bolts in moment connections
- Machine assemblers establishing torque standards for production bolting operations
Assumptions
- Torque-tension relationship uses T = K x D x F, where K is the nut factor, D is nominal diameter, and F is clamp load.
- Nut factor (K) is 0.20 for dry steel, 0.15 for lubricated, and varies by plating and surface condition.
- Bolt proof load and yield strength are per the specified grade (SAE, ASTM, or ISO property class).
- Joint surfaces are flat, parallel, and the bolt is not bending during tightening.
Limitations
- Does not account for prevailing-torque locknut resistance, which adds to the wrench torque without adding clamp load.
- Bolt relaxation and embedment after initial tightening are not modeled.
- Thermal cycling effects on clamp load (differential expansion between bolt and joint) are not calculated.
- Joint stiffness ratio and external load effects on bolt fatigue are not analyzed (requires full VDI 2230 analysis).
References
- VDI 2230 - Systematic Calculation of Highly Stressed Bolted Joints
- SAE J429 - Mechanical and Material Requirements for Externally Threaded Fasteners
- ASTM A325/A490 - Structural Bolt Standards (now ASTM F3125)
- Machinery's Handbook, 31st Edition - Torque and Tension Relationships for Threaded Fasteners
- ISO 898-1 - Mechanical Properties of Fasteners Made of Carbon Steel and Alloy Steel