Structural Bolt Pretension Torque Calculator

Convert required pretension to installation torque for A325, A490, and metric bolts

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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.

How it works in practice

Because the nut factor swings with lubrication, thread condition, and surface finish, the same torque can produce very different clamp loads. That is why RCSC ranks turn-of-nut, twist-off tension-control bolts, and direct-tension- indicator washers above plain torque. If you must use a torque wrench, calibrate it against a Skidmore-Wilhelm bolt tension device using bolts from the actual lot, re-checking periodically through the shift.

Example and tips

A 3/4-inch A325 bolt needs 28 kips of pretension; at K = 0.20 that works out to roughly 350 ft-lb of installation torque. Bump the grade to A490 and the pretension and torque both rise. Treat the number as a target, snug the joint first to bring plies into firm contact, then pretension in a staggered pattern to avoid relaxing earlier bolts.

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