In almost all cases, commercially available all thread rod will not meet F1554 grade 36. First, it is rare that distributors or manufacturers keep lot control on all thread rod. In other words, different heats of all thread rod are commingled so that it is difficult to determine the exact certification document that corresponds to any particular rod. Second, there is usually no traceability associated with stock all thread rod to begin with. It is frequently bought and sold without certification. Third, if mill test reports do accompany the all thread rod, they usually lack a Reduction of Area value which is necessary to determine whether the threaded rod will meet F1554 grade 36. When tested in a finished condition, it is rare that the Reduction of Area value will fall within the guidelines of the specification. Additionally, the Elongation requirement will rarely be met and often the Maximum Tensile Strength requirement will be exceeded.
What causes these issues associated with Reduction of Area? If you receive certification for commercially available all thread rod, typically it is for the A36 raw material (or other mild steel) used to manufacture the finished product. This is often why there is no Reduction of Area value provided since A36 raw material has no Reduction of Area requirement. A36 raw material, if tested, will typically meet the Reduction of Area and all other requirements of the F1554 grade 36 specification. When the all thread rod in its finished form is tested, it rarely will meet the Reduction of Area requirement. Why is this? Typically the A36 raw material is roll threaded and often cold drawn from a larger diameter prior to threading. These processes result in a work hardening of the steel and create a finished product that is higher in strength and is less ductile than the raw material. Consequently, when the fully threaded rod is tested in its finished condition, the Reduction of Area value does not fall within the guidelines of F1554 grade 36. Additionally, the Elongation and Tensile Strength requirements may not be met.
Portland Bolt stocks domestically produced all thread rod in some diameters that meets the requirements of F1554 grade 36. All thread rod can also be manufactured which meets F1554 grade 36. However, it needs to be cut thread from scratch or “off the shelf” all thread rod needs to be annealed in order to soften it so that the Reduction of Area, Elongation, and Tensile Strength requirements are met. Another option when F1554 grade 36 is specified would be to substitute F1554 grade 55 all thread rod. Section 4.1 of the ASTM specification states, “When Grade 36 is specified, a weldable Grade 55 may be furnished at the supplier’s option.” Portland Bolt stocks certain diameters of F1554 grade 55 all thread rod.
We would suggest that these issues be raised with any supplier claiming to provide stock all thread rod which is certifiable to ASTM F1554 grade 36.
Do you make 2 inch threaded rod at least great 55 or better
@Jim- Yes, we can manufacture 2″ all thread rod in grade 55, We do also stock 2″ all thread in other grades, like A193 B7 or F1554-G105. We can also make specials up to 6″ in diameter.
Hi I am looking for threaded bolts that can be welded to HSS column for beam to column end plate connection. Can I use F1554 Gr 36 threaded rods?
@Vivek- Yes, F1554g36 bolts are always weldable.
Hi im looking for post tension anchors for a masonry wall/fence im building. It has to be at least 90ksi tensile strength and 60ksi yield strength. Threaded at least on one end the other will be hooked around rebar in the footer. Im looking for about 20-25 pieces and each need to be 7 feet long. They will be tensioned with about 6000 lbs of pressure. What would you suggest?
@Chase- The available bolt grades that exceed 90ksi tensile and 60ksi yield are A449 and F1554 gr.105. We stock steel bar in both grades, so we could easily manufacture your bolts quickly.
I am looking for 1/2-13 4″ long studs or threaded rod Grade 8. Can you provide these?
@Randy- One of our salespeople will contact you shortly.
Is it acceptable to cut F1554 threaded rod to length? For example, if I need a piece 38″ long, but I have a piece 42″ long, can I use a saw or grinder to remove the extra 4″?
@Ethan- Yes, you may cut F1554g36 rods to length using whatever tools you choose. My only warning would be to make sure the cut is clean so that a nut will still thread onto the bolt.