This document was posted by , which is not affiliated with nor authorized by the United States government, the State. , Inc., a California Nonprofit Organization. Not Affiliated Or Authorized by ASTM or by the United States Government Document Name: ASTM A ASTM has been replaced by ASTM A If the spec calls for ASTM A Gr B, there is no Gr B in A Would using grade 60 be ok?.

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Where concrete crushing inside the bend is not critical, tighter stirrup bends can be used.

A measured length of the bar specimen shall be considered the distance from a point on a deformation to a corresponding point on any other deformation on the same side of the bar.

For bending properties test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

The applicable levels shall be as specified in the contract. The American Society for Testing and Materials takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard. Are you an Engineering professional? Particularly in rail steel, the carbon content is too high for proper welding. Current edition approved July 27, Resources Digital Transformation may be defined in a number of different ways by analysts or enterprise software vendors.

The main parameter engineers specify is yield strength, followed by weldability, and then ductility for seismic uses. Defense manufacturing is all about project manufacturing and project asm.


Posting Guidelines Promoting, selling, recruiting, coursework and thesis posting is forbidden. I have attached the pdf file.

In addition, standards bodies will frequently issue errata or reissue standards over time and governmental bodies may change which standards they incorporate to law. Download Now Defense manufacturing is all about project manufacturing and project accounting. Test Specimens ; .

Originally published as A If structural engineers were more involved in the A ASTM specs change in response to the supply, not typically because of changes in demand.

It is used for aetm pipe anchors. Be the first one awtm write a review. Join your peers on the Internet’s largest x616 engineering professional community. Or use another weldable bar stock if deformations are not required. As an off-topic example, I am on the newly formed F44 committee on general aviation aircraft, as a pilot and consumer.

Where the line of deformations forms an included angle with the axis of the bar of from 45 to 70 deg inclusive, the deformations shall alternately reverse in direction on each side, or those on one side shall be reversed in direction from those on the opposite side.

Producers try to respond to market pressure higher strength, for examplebut there are complications, like ACIwhich limits the use of high strength bars for functional and safety reasons.

ASTM A vs ASTM A – Structural engineering other technical topics – Eng-Tips

Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework. Spacing measurements shall not be made over a bar area containing bar marking symbols involving letters or numbers. Advanced embedding details, examples, and help! Heavier wheel loads, attempts at increased durability, and advances in metallurgy demanded a change in related ASTM specifications.


Search the history of over billion web pages on the Internet. The rebar spec most likely changed when the kinds of retired rail steel and the processing methods changed. The Eng-Tips staff will check this out and take appropriate action.

CRSI now has a another design engineer liaison to the committee. The nominal perimeter of the bar shall be atm. Students Click Here Join Us! Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend.

The dynamic of this is that it is the producers who sit on ASTM committees, because those are the people committed to the work. The organization of the committee and subcommittees will be run by the industry mainly the manufacturers of certified light aircraft which may or may not represent the interests of the consumer very well.

ASTM A616: Rail-Steel Deformed and Plain Bars for Concrete Reinforcement

Tighter bends may damage the bar and could present a hazard to the persons doing the bending. The yield qstm shall be recorded when the total gage length under load becomes 1 8. A was withdrawn in