A structural bolt does its job through clamp load, not torque — but torque is often how that clamp load gets installed in the field. This calculator converts the code-required pretension for A325, A490, and metric structural bolts into an installation torque, and reminds you why torque alone is the least reliable of the accepted methods.
How it works
Installation torque follows the short-form nut-factor equation, with the required pretension drawn from the RCSC and AISC tables:
F = required minimum pretension (RCSC Table J3.1)
T = K × D × F
D is the nominal diameter and K the nut factor — about 0.20 for clean, dry
bolts and 0.15 to 0.18 lubricated. For metric bolts the pretension is computed
as roughly 70 percent of the ultimate strength times the tensile stress area,
consistent with the imperial table values. The result is shown in both ft-lb
and N-m so it works regardless of your shop’s wrench.
AISC and RCSC minimum pretension values
The required pretension is set by RCSC Table J3.1 and AISC Table J3-1. The key values for common bolt diameters are:
| Diameter | A325 pretension (kips) | A490 pretension (kips) |
|---|---|---|
| 5/8 in | 12 | 15 |
| 3/4 in | 19 | 24 |
| 7/8 in | 28 | 35 |
| 1 in | 39 | 49 |
| 1-1/8 in | 51 | 64 |
| 1-1/4 in | 56 | 80 |
| 1-3/8 in | 71 | 102 |
| 1-1/2 in | 85 | 121 |
These are minimum required pretensions. Always verify against the current RCSC specification, as values may be updated.
Worked example
A 3/4-inch A325 bolt has a required minimum pretension of 28 kips. With K = 0.20 (clean, dry bolts):
T = K × D × F
T = 0.20 × 0.75 in × 28,000 lb
T = 4,200 in-lb = 350 ft-lb
Switching to an A490 bolt of the same diameter raises the pretension to 35 kips:
T = 0.20 × 0.75 × 35,000 = 5,250 in-lb = 437 ft-lb
If the threads are lubricated and K drops to 0.15:
T = 0.15 × 0.75 × 35,000 = 3,938 in-lb = 328 ft-lb
The 33% swing in torque for the same pretension target illustrates why K must be verified by lot, not assumed.
Why torque is the least reliable method
RCSC identifies five accepted installation methods and ranks torque last:
- Turn-of-nut: Snug the joint, then rotate the nut a specified fraction of a turn. Reliable because it is based on bolt elongation, not friction.
- Calibrated wrench: A torque wrench calibrated daily against a Skidmore-Wilhelm tension device for the actual bolt lot. More reliable than a fixed-K calculation.
- Twist-off tension-control (TC) bolts: The bolt spazzes and the tip breaks off when the correct tension is reached. Visual confirmation of pretension.
- Direct tension indicator (DTI) washers: Protrusions compress until a feeler gauge cannot enter, confirming tension. Visible, verifiable.
- Plain torque wrench without calibration: Dependent on K being what you assumed, which varies with lubrication, thread condition, and nut face finish. Least reliable.
Installation sequence
Regardless of method, always snug the joint first — tighten all bolts in the pattern to bring the plies into firm contact. Then pretension in a staggered or spiral pattern starting from the stiffest part of the joint. Pretensioning a bolt at one end can relax earlier bolts at the other end through redistribution, so a second pass through all bolts is often needed for larger joints.