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A stud bolt is a fully threaded or partially threaded rod with no bolt head, designed to be installed with a nut on each end rather than driven into a tapped hole from one side. Stud bolts are the standard fastener for flanged pipe connections in oil and gas, power generation, and chemical processing, because they distribute clamping force evenly around a flange face and hold up better under repeated thermal cycling than a conventional bolt-and-nut assembly.
Unlike a machine bolt, a stud bolt has no integral head. Both ends thread into a nut, or one end threads into a tapped component while the other receives a nut, depending on the connection design. This headless profile is what allows stud bolts to seat flush in a flange bore and take load symmetrically from both sides of the joint.

The choice between a stud bolt and a conventional hex bolt comes down to how the joint needs to perform under pressure, vibration, and repeated maintenance.
Stud bolts are classified primarily by their thread configuration, which determines how they engage the mating components.
A full thread stud bolt is threaded along its entire length. This design allows nuts to be positioned anywhere along the shank, giving flexibility when flange thicknesses vary or when the same stud needs to work across a range of joint configurations. Full thread studs are common in general-purpose flanged piping where standardization across multiple flange classes simplifies inventory.
A double end, or tap end, stud bolt has threading only at each end, with an unthreaded shank in the middle. One end typically screws into a tapped hole in equipment such as a valve body or pump casing, while the other end passes through the mating flange and secures with a nut. The unthreaded body section adds shear strength in the load-bearing zone and reduces stress concentration compared to a fully threaded shank.
Continuous thread studs are functionally similar to full thread studs but are typically supplied in longer stock lengths and cut to size on site. They are favored on large-diameter flanges and structural applications where field-adjustable stud length reduces the need to stock every exact dimension.
Stud bolt material and mechanical properties are governed primarily by ASTM specifications, which define chemical composition, heat treatment, and tensile requirements for different service conditions. ASTM A193 Grade B7 is the most widely specified stud bolt grade for high-temperature and high-pressure piping, made from chromium-molybdenum alloy steel and quenched and tempered to a minimum tensile strength of 125 ksi for diameters up to 2.5 inches.
| Grade | Material | Typical Service | Max Temp (approx.) |
|---|---|---|---|
| A193 B7 | Chromium-molybdenum alloy steel | General high-temperature/high-pressure piping | 1000°F (538°C) |
| A193 B8 | Austenitic stainless steel (304) | Corrosive or sanitary environments | 1500°F (816°C) |
| A193 B16 | Chromium-molybdenum-vanadium steel | Elevated-temperature service beyond B7's range | 1100°F (593°C) |
| A320 L7 | Chromium-molybdenum alloy steel (low-temp rated) | Low-temperature and cryogenic service | -150°F (-101°C) minimum |
Stud bolts are almost always paired with matching heavy hex nuts under ASTM A194, such as A194 2H nuts for B7 studs, to ensure the nut's strength doesn't become the limiting factor in the joint.
Stud bolt length is calculated based on flange thickness, gasket thickness, nut height, and the number of threads that should protrude beyond the nut for a secure grip, typically two to three threads. ASME B16.5 provides standard stud bolt length tables correlated to flange class and pipe size, while diameter is dictated by the flange's bolt hole size.
| Nominal Diameter | Thread Series | Threads Per Inch |
|---|---|---|
| 1/2 in | UNC | 13 |
| 3/4 in | UNC | 10 |
| 1 in | 8UN | 8 |
| 1-1/2 in | 8UN | 8 |
| 2 in | 8UN | 8 |
Because a stud bolt with the wrong length either bottoms out before achieving full clamp load or leaves excessive thread exposed beyond the nut, matching stud length to actual measured flange and gasket thickness on the job — rather than relying solely on catalog tables — remains standard practice for critical joints.
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