Rolled vs Cut Thread Bolts
Question: What is the difference between a bolt with rolled threads and one with cut threads and does a fastener with a reduced body and rolled threads meet ASTM specifications?
Answer: Threads of a mechanical fastener, regardless of whether it is a headed bolt, rod, or bent bolt, can be produced by either cutting or rolling. The differences, misconceptions, advantages, and disadvantages of each method are described below.
Cut Threads
Cut threading is a process by which steel is cut away, or physically removed, from a round bar of steel to form the threads. A 1″ diameter bolt, for example, is produced by cutting threads into a full 1″ diameter body of the bolt.
Advantages of Cut Threading
- Few limitations with regard to diameter and thread length.
- All specifications can be manufactured with cut threads.
Disadvantages of Cut Threading
- Significantly longer labor times means higher costs.
Rolled Threads
Roll threading is a process by which steel is extruded to form the threaded portion of a fastener, instead of being removed as in cut threading. In this process, a bolt is manufactured from a reduced diameter round bar. For example, a 1″ diameter bolt is manufactured from .912″ diameter round bar. This “pitch diameter” material is approximately the midpoint between the major diameter (peaks) and minor diameter (valleys) of the threads. The bolt is “rolled” through a set of threading dies which displaces the steel and forms the threads. The end result is a fastener with a full 1″ diameter threaded portion but a reduced body diameter (.912). Roll threading is an extremely efficient process and often results in significant cost savings. Therefore, Portland Bolt will roll threads whenever possible.
Roll Threading Misconceptions
- Roll threaded bolts do not meet ASTM specifications.
- A bolt with a reduced body will be weaker than a bolt with a full sized body.
Technically, any specification with the exception of A325 and A490 structural bolts can be produced with a reduced body and rolled threads.
The weakest area of any mechanical fastener is the minor diameter of the threads. Since the thread dimensions of a cut thread and rolled thread fastener are identical, there is absolutely no difference in strength. One could actually argue that the work hardening which occurs during the roll threading process may even make the fastener with rolled threads stronger. Additionally, cut threading interrupts the natural grain structure of the round bar whereas roll threading reforms it. One could again argue that cutting into the grain of a round bar when cut threading may produce threads which have less structural integrity than a part which has been roll threaded.
Advantages of Roll Threading
- Significantly shorter labor times means lower costs.
- Because a roll threaded bolt has a smaller body diameter, it weighs less than its full bodied counterpart. This weight reduction reduces the cost of the steel, galvanizing, heat-treating, plating, freight, and any other costs associated with the fastener that are based on weight.
- Cold working makes threads more resistant to damage during handling.
- Rolled threads are often smoother due to the burnishing effect of the rolling operation.
Disadvantages of Roll Threading
- Portland Bolt is limited to a maximum diameter of 1″ and a maximum thread length of 8″.
- The availability of pitch diameter round bar is limited for certain material grades.
- 150 ksi minimum tensile strength material is too strong to roll thread.
- A325 and A490 structural bolts cannot be produced with a reduced body diameter.
- In rare wood applications where shear strength is the critical requirement, bolts with a full sized body may be required.
Pitch Diameter Stock Nominal Diameter Stock

| Coarse Thread | Rolled Thread Stock Weight |
Cut Thread Stock Weight |
Weight Savings % |
||
|---|---|---|---|---|---|
| Size | diameter, in. |
lb. per ft. |
diameter, in. |
lb. per ft. |
|
| 3/8″ - 16 | 0.330 | 0.291 | 0.375 | 0.376 | 22.6 |
| 1/2″ - 13 | 0.445 | 0.529 | 0.500 | 0.668 | 20.8 |
| 5/8″ - 11 | 0.562 | 0.843 | 0.625 | 1.043 | 19.2 |
| 3/4″ - 10 | 0.680 | 1.235 | 0.750 | 1.500 | 17.7 |
| 7/8″ - 9 | 0.797 | 1.696 | 0.875 | 2.044 | 17.0 |
| 1″ - 8 | 0.912 | 2.221 | 1.000 | 2.670 | 16.8 |


For additional technical information on anchor bolts (roll vs. cut), please see DSA IR 22-2 at http://www.documents.dgs.ca.gov/dsa/pubs/IR_22-2_revised_11-01-07.pdf
February 19th, 2008 at 4:35 pmThanks for posting the helpful link, Terence.
February 19th, 2008 at 5:06 pmI know you can make an acceptable external thread per ASE AS8879, but is this also true for an internal thread? The ones I’ve seen have the appearance of being double thd’d.,lacking material streangth near the pitch line.
March 11th, 2008 at 8:06 amDarrell » I’m not familiar with the specification you reference in your question. Our knowledge is focused on construction fastener products and it sounds like this may be out of the scope what you’re researching. All roll thread product we provide are externally threaded. If you are not able to find an answer can I run this by operations manager.
March 11th, 2008 at 2:18 pm