Need a book? Engineering books recommendations...

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

Re: Grade 8 bolt properties

[Subject Prev][Subject Next][Thread Prev][Thread Next]

I attended CSCE/Mike Gilmor's (formerly CISC) seminar on changes to the S16
for 2009. Out of the entire room of 80 professionals, there seemed to be
little understanding of bolt technology. Scary ... but it reflects the
quality of project specifications and designs that I see, daily. On slow
days, I like to toy with professionals who don't know what they are

That said, my guess is that a 1/4" dia. Gr 8 bolt to hang 100# is way
overkill, probably easily available and not worth the discussion for the
substitution. There may be some savings for a lower grade if large
quantities are required.

Paul Ransom, P.Eng.
ph 905 639-9628
fax 905 639-3866

> From: "Gary L. Hodgson and Assoc." <design(--nospam--at)>
> To: seaint(--nospam--at)
> Subject: Re: Grade 8 bolt properties
> Joe,
> I don't know what the intended use of your bolts, but remember that the
> AISC specification only refers to 3 kinds of bolts for structural
> purposes and machine bolts of grade 8 or 8.8 spec don't comply.  Of
> course, if the bolts are under 1/2" you may have to use machine bolts.
> I have one customer who keeps wanting to use the nice shiny SAE grade 8
> bolts because they look better than those black A325 or A490 bolts.
> Gary

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: 
******* ****** ****** ****** ******* ****** ****** ********