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Hobson technical article

Bolts and Set Screws: Are They Interchangeable? (Technical Article)

A five-page technical article by Prof. Saman Fernando (Centre for Sustainable Infrastructure, SUT), published by Hobson in April 2019. It explains the difference between a bolt, a screw (set screw) and a stud, how thread length is set, and which one suits each type of joint, ending with a summary table.

What this covers

  • Bolt, screw and stud definitions
  • Thread length formulas
  • Shear joints
  • Tensile and friction grip joints
  • Ductility and fatigue
  • HR and HV class 10.9 bolts
  • Summary table

Applies to Hex Bolts & Set Screws, Hex Bolt & Nut (XL Thread), Hex Bolt Head Cover (Bolt Cap) and Tower Bolt.

Key things to remember

The essentials from this document in plain words. Check the full document before you rely on a figure.

  • Thread length is what separates the two. A bolt has an unthreaded shank; a screw is threaded almost to the head (the plain shank is no more than 3 thread pitches). A stud has no head.
  • Bolt thread length in the bolt standards it lists (such as AS 1110.1): 2D + 6mm for bolts up to 125mm long, 2D + 12mm over 125mm up to 200mm, and 2D + 25mm over 200mm, where D is the nominal diameter.
  • Shear joints, friction grip joints and combined tension/shear joints: use a bolt, so the plain shank crosses the shear planes. The shank has more shear area than the thread, and a screw is not suitable for these joints.
  • Tensile joints: a screw can always replace a bolt, because tensile capacity is set by the thread's stress area, which is the same for both. Swapping a screw for a bolt needs an engineer's advice.
  • Joints under vibration and dynamic loads (for example truck chassis or railway carriages) are fatigue critical: screws are preferred, because the longer thread makes them more ductile. Do not replace a screw with a bolt there.
  • Class 8.8 and lower bolts are treated as ductile; class 10.9, 12.9 and higher as brittle. A thread crossing a shear plane cuts the shear capacity of a 10.9 bolt further, because the thread acts as a notch.
  • EN 14399-3 HR class 10.9 bolts have bolt-length threads and should be fitted with about two threads protruding from the nut. EN 14399-4 HV bolts have shorter threads, suit more shear joint layouts, and get their ductility from the threads stripping in the nut.

Who it helps: Builders, fabricators and engineers deciding whether a set screw can stand in for a bolt in a steel connection.

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