Need a book? Engineering books recommendations...

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

RE: knife plate in glulams

[Subject Prev][Subject Next][Thread Prev][Thread Next]
What are the thicknesses of the bolt and glulam and I can run our
mathcad sheet, we can then compare.

Jason




-----Original Message-----
From: Drew Morris [mailto:dmorris(--nospam--at)bbfm.com] 
Sent: Monday, July 21, 2008 12:34 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: knife plate in glulams

Jason Christensen wrote:
> The way you describe it, I think it would be double shear on the bolt
> values with the steel plate as the main member and half the glb minus
> the plate as the side member, but I may be missing something.
>
> Jason
>
>
>   
What you described is correct.  I have a spreadsheet for calculating the

allowable shear values but don't trust the results.
i was trying to use the published NDS values.


> -----Original Message-----
> From: Drew Morris [mailto:dmorris(--nospam--at)bbfm.com] 
> Sent: Monday, July 21, 2008 12:01 PM
> To: SEAINT
> Subject: knife plate in glulams
>
> I am designing some connections of glulam beam trusses to steel W 
> beams.  I have a knife plate with holes pre-drilled welded/bolted to
the
>
> steel beam and then the glulam chord is slotted to fit over the knife 
> plate and bolted.  What allowable values do I use from the NDS?  The 
> knife plate is in the middle, so can I use the values for single shear

> for a steel plate bolted to half the width of the glulam times 2
sides?
>
>
>
>   

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
* 
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions to seaint-ad(--nospam--at)seaint.org. 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: http://www.seaint.org 
******* ****** ****** ****** ******* ****** ****** ******** 

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
* 
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions to seaint-ad(--nospam--at)seaint.org. 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: http://www.seaint.org 
******* ****** ****** ****** ******* ****** ****** ********