Haven't we had this discussion before?

Craig Prahl
CH2MHILL/SPB
864-599-4102
________________________________________
From: [email protected] 
[[email protected]] On Behalf Of Thom 
[[email protected]]
Sent: Friday, October 22, 2010 5:02 PM
To: [email protected]
Subject: RE: Bolts, Nuts, Washers

Generally we are talking Standard SAE bolts. Bolts with unmarked heads are
grade 1 thru 4, all of these bolts have a min. tensile strength of 60 ksi or
more. (Kips per Sq. In. 1 Kip = 1000#) So even the lowest grade bolt will
work for our purposes, since we are generally working with water, and not
steam, and our system pressure is generally limited to less than 250# (175#
for most applications.) For the bolts to pull apart (or stretch) on a std.
4" x 9" flange with 8-5/8 bolts, would take over 48,000# of force. (That
works out to about 4,000 Psi of internal pressure.) I'm not implying it’s a
good idea to use more pressure, because the bolts are not the weak point.
That is why the spec. for bolts are based more upon corrosion resistance,
plated, coated or some grade of S.S. more to protect them from whatever
environment they are installed in, than on "Strength". Until the pressures
get really high or the risk/loss gets up there, the bolts aren't the
problem. (Nuke sub, power plant, rocket or space shuttle.)

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Ron Greenman
Sent: Friday, October 22, 2010 12:27 PM
To: [email protected]
Subject: Re: Bolts, Nuts, Washers

Look at 9 and 10 in 13/2007. There's a lot of specifics applicable to
some particular applications but for the most, as David said, parts is
parts when it comes to general fasteners. I think the DoD guys know
this and just want cut sheets marked with what fasteners you're going
to use. Then if the designer says 1/2" thru bolts on a beam and the
fitter installs 3/8" x 1" lags hammered in there's a paper trail and
no room for argument.

On Fri, Oct 22, 2010 at 10:52 AM, David Autry <[email protected]> wrote:
> I'd say "parts is parts" but I'm sure the DoD thinks otherwise.
> My old Grinnell Pipe manual has some very specific requirements for
bolting
> materials. I'll be faxing it to you.
>
> David Autry
>
> Meininger Fire Protection Inc.
> 2521 W L St. Suite No.4
> Lincoln, Ne 68522
> Voice (402) 466-2616
> Fax (402) 466-2617
> [email protected]
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Bill Brooks
> Sent: Friday, October 22, 2010 12:45 PM
> To: [email protected]
> Subject: Bolts, Nuts, Washers
>
> Does anyone have any background information regarding the need to specify
> bolts, nuts, and washers in conjunction with fire protection piping?  For
> those of you who work with the DoD specifications, these topics call for
> editing by the engineer.  For those of you who deal with flanged
components,
> what type bolts, nuts, and washers do you buy?  Do you even know what you
> are buying?
>
> NFPA 13 is pretty specific when it comes to piping and fittings, but
silent
> I believe for bolts, nuts, washers.
>
> Maybe everyone except me knows this, if so, fill me in.
>
> Thank you.
>
> Bill Brooks
>
> William N. Brooks, P.E.
> Brooks Fire Protection Engineering Inc.
> 372 Wilett Drive
> Severna Park, MD 21146-1904
> 410-544-3620
> 410-544-3032 FAX
> 412-400-6528 Cell
>
>
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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

[email protected]

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
AFSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC

They are happy men whose natures sort with their vocations. -Francis
Bacon, essayist, philosopher, and statesman (1561-1626)
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