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.
Where can I find information on the bearing area of the headed anchor bolts?
@Rosemary- Most headed anchor bolts are made to ASME hex or heavy hex dimensions. ASME B18.2.1 has dimensional information. We have limited info here, the actual ASME standard has more detail. https://www.portlandbolt.com/products/bolts/hex/
Sir what is recommended to use for anchor bolt with a length of 900mm..A325 or F1554…thanks in advance
@Benedicto- F1554 is the standard for anchoring applications, whereas A325 is more suited for steel to steel structural connections.
what is ASTM equivalent for SAE4340
@Mustafa- there are a couple ASTM standards that use 4340 steel (A320 gr.L43 or A354 BD), but there is no ASTM standard that covers the raw 4340 itself.
Hi can we have a quote for:
1. 8 each – 5/8″ dia. x 20″ long fully threaded rod, f1554 gr. 36 or gr. 55
2. 24 each – 5/8″ dia. x 20″ long fully threaded rod, f1554 gr. 36 or gr. 55
@Raymond- One of our salespeople will contact you shortly.
I need a 36″ left thread half and right thread the other half
@Bruce- One of our salespeople will contact you shortly.