Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Grade 5 bolts

[Subject Prev][Subject Next][Thread Prev][Thread Next]
>From AISC's "A Guide to Engineering and Quality Criteria for Steel 
Structures: Common Questions Answered," "The strength properties of SAE 
J429 grade 5 bolts and ASTM A325 bolts are identical; likewise, 
SAE J429 grade 8 bolts are the strength equivalent of ASTM A490 
bolts. These material material specifications differ, however, in that 
ASTM A325 and A490 specify thread length and head size, whereas SAE J429 
does not. Additionally, quality assurance and inspection requirements for 
ASTM A325 and A490 bolts are more stringent." For these reasons, 
substitution of SAE J429 grades 5 and 8 bolts is discouraged in 
structural applications.


AnandNene(--nospam--at) wrote:
> Can someone comment on use of Grade 5 (ASME/ANSI B18.2.1) bolts in place of
> A325 bolts?  I am talking about 1/2" and 5/8" dia bolts used for design of
> small steel frames which house equipment.  The design is based on use of 1/2'
> diameter A325 bolts for a frame that is designed for UBC seismic zone 4.
> Published strength of Grade 5 bolts is Fu=120,000 psi which is same as Fu for
> A325 bolts.  My concern is that small size bolts are typically zinc plated and
> therefore may not be suitable for structural application.  My initial response
> is not to use Grade 5 bolts.  However, I would like your opinion.  Is it o.k.
> to use if there is no zinc plating (as for larger diameter Grade 5 bolts)?
> Thanks.
> Anand Nene, S. E.