Overview. ASTM F grade 36 anchor bolts are manufactured from A36, low carbon steel. This is your standard, run-of-the-mill bolt grade covering anchor. The specification for ASTM F covers straight and bent, headed and headless, carbon, F Grade 36, Low carbon, 36 ksi yield steel anchor bolts. The ASTM F specification covers anchor bolts designed to anchor structural supports to concrete foundations; F comes in three grades 36, 55, and.

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There is a very good chance that the bolts would meet this requirement if they were tested, but they never were. Eduardo- The AISC guidelines say that snug tight is all that is required for anchor bolts, unless the project engineer says otherwise. It provides for anchor bolts in three strength grades, two thread classes, and in the diameters specified in Section 4.

Leave a Reply Cancel reply Your email address will not be published. References to anchor bolts in this standard do not necessarily exclude all-thread rod. This is really good information for the people who wants to get quick information. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. This question was submitted by a Port Authority on the East Coast.

ASTM F – Portland Bolt

When S1 is not specified, the Grade 55 material may or may not be weldable. Leave this field empty. There used to be an A grade C specification covering anchor bolts, but it was eliminated in and subsequently replaced by F grade Link to Active This link will always route to the current Active version of the standard.


Ricardo- El acero A36 se utiliza normalmente para fabricar pernos de anclaje F grado Im not a salty veteran but gtade had an issue with the architect rejecting my anchor bolt submittal.

F Grades F Grade 36 Low carbon, 36 ksi yield steel anchor bolts F Grade 55 High strength, low alloy, 55 ksi yield steel anchor bolts F Grade Alloy, heat treated, high strength ksi yield steel anchor bolts. ASTM A36 is a steel grade, not a bolt specification.

For the anchor bolts in question, either this test was never performed or the data was never recorded on the test report. Thank you very much. The anchor bolts f5154 furnished in three strength grades, two thread classes, f15544 various sizes, and are intended for anchoring structural supports to concrete foundations such as building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications. It covers the raw material in this case steel round bar that is used to manufacture the bolts.

F1554 Grade 36

Hi Greg, Sorry for being late to send you a clear copy of the Mill certification. Fantastic trump card for me. Such structural supports include building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications.

Applications for F anchor bolts include columns in structural steel framed buildings, gradw signal and street lighting poles, and overhead highway sign structures to name just a few. Washers are detailed in 6. This was an extremely helpful article for me. There are two grades within the ASTM specification.


F Grade 36 – F Anchor Bolts

I been in the business for 40 years and i can make history on this project. The minimum Charpy V-notch energy requirement is an average of 15ft-lbs for three specimens, with no one specimen falling below 12ft-lbs. The anchor bolts shall also meet specified values for nominal size, body diameter, bend section, length, bend angle, and coated length.

Attached is a clearer copy for the Mill Certification. Permanent manufacturer and grade marking is allowed under the S2 supplementary requirements.

ASTM F1554

This raised the question what type material is the rods. Weldable version of the Grade 55 specification. Anchor bolts grqde supplied by another company claiming they met or exceeded the requirements of F grade The only way to be absolutely certain would be to send one piece to a test lab and have them run a mechanical and chemical analysis on it.

The specification also covers all-thread rod for use in anchoring to concrete. As you can see in the table below, F grade 36 requires additional testing reduction of area that A grade C did not require. Most likely, the test was not performed since this is only a test of F and not a test required of A