Let me follow-up on Pete's message.  I'm the one that submitted that public 
input.  I'm looking for guidance for the permitted slot sizes in angles based 
on the section modulus.  I understand fabrication shops will slot angles for 
you from what I hear but I can't get my hands on the reference material for 
permitted slot sizes.  Other contractors were forced (probably by the AHJ) to 
have these engineered by a structural engineer based on the loading of the pipe 
and backed with a very thick washer.  

I'm not a structural engineer, but I know slotting angles will lessen it's 
structural integrity.  How wide and long is too much?  I want the approach to 
slotting angles for trapeze members to be correct.

What is the reference guide for slots in structural steel?

I found some online information - everything on the internet is true, correct?

Tom


On Aug 2, 2013, at 8:24 PM, Ben Young <[email protected]> wrote:

> Why don't you just attach beam clamps to the angle iron in all three points
> of attachment?
> 
> Personally, I've always preferred pipe trapeze hangers since you always
> have scraps of that laying around.  Just make sure you put some beam clamps
> on the ends of the trapeze member so it can't slip out for any reason.
> 
> 
> Benjamin Young
> 
> 
> On Fri, Aug 2, 2013 at 8:31 PM, Pete Schwab <[email protected]> wrote:
> 
>> Group
>> 
>> There is a PI (Public Input) to Hanging and Bracing in regards to trapeze
>> hangers. I am trying to get some information in regards to how other
>> contractors are doing trapeze hangers and whether there have been issues.
>> We primarily use angle iron when installing trapeze hangers. In that angle
>> iron we have slots cut to attach to the bar joists. This is because the
>> joists are never "perfectly" installed and the joists can be "wavy". We
>> install the trapeze member with ATR, nuts and washers supported through the
>> slot. I have pasted the PI language below.  Your opinions are welcome and
>> will probably be used in the committee meeting.
>> 
>> 
>> 
>> 9.1.1.7.7
>> 
>> Holes for bolts or rod shall not exceed 1⁄16 in. (1.6 mm) greater than the
>> diameter of the bolt.
>> 
>> 
>> 
>> Statement of Problem and Substantiation for Public Input
>> 
>> The referenced term bolt also applies to all thread rod used commonly to
>> support fire sprinkler
>> 
>> piping. Slots in the trapeze member may weaken the member. Like fire to a
>> structural member,
>> 
>> the size of the slot permitted? - "it depends" due to the number of
>> variables. The permitted slot
>> 
>> size based upon the structural
>> 
>> member has not been verified prior the submission date of this public
>> input.
>> 
>> 
>> 
>> Peter Schwab
>> 
>> VP of Purchasing & Engineering Technologies
>> 
>> 
>> 
>> Wayne Automatic Fire Sprinklers Inc.
>> 
>> 222 Capitol Court
>> 
>> Ocoee, Fl 34761
>> 
>> 
>> 
>> Mobile: (407) 468-8248
>> 
>> Direct: (407) 877-5570
>> 
>> Fax: (407) 656-8026
>> 
>> 
>> 
>> www.waynefire.com
>> 
>> 
>> 
>> 
>> 
>> 
>> 
>> Celebrating over 34 years of life safety
>> 
>> 
>> _______________________________________________
>> Sprinklerforum mailing list
>> [email protected]
>> 
>> http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org
>> 
> _______________________________________________
> Sprinklerforum mailing list
> [email protected]
> http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org

_______________________________________________
Sprinklerforum mailing list
[email protected]
http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org

Reply via email to