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Re: Slightly off-topic question

To: "Randall Young" <ryoung@navcomtech.com>,
Subject: Re: Slightly off-topic question
From: Steve Shipley <shiples@attbi.com>
Date: Sun, 23 Jun 2002 23:53:13 -0700
At 10:20 AM 6/23/2002 -0700, Randall Young wrote:

>The ceiling joists in my attached garage (which I use as my shop) are 2x6
>beams on 4' centers (yes, 48" centers) that span roughly 24' between the
>walls.  Obviously the original intent was only to hold the walls together,
>but the previous owner laid some plywood down and my wife and I loaded the
>space up when we moved in.  By now I'm not sure what all's up there, but
>it's probably mostly books.  Last night I looked up and realized that one of
>the beams is broken !  It's cracked about 3/4 of the way through and has
>sagged until it appears the load is actually being carried by some 8'
>fluorescent lights !  (I wouldn't have believed you could bend a fluorescent
>tube that far without breaking it.)
>
>My thought is to jack the beam up until it's horizontal, then lay a 16' 2x6
>on each side (one resting on each wall) and run bolts through all three 2x6.
>(I'd have to seriously disassemble the house to get a new 24' beam in
>there.)  Any comments on the flaws in my plan, or a better way ?
>Suggestions on how big and how many bolts to use ?

My garage has a 24 foot span.  It uses 2x12 microlams on 1 foot centers.
The room above uses pre-engineered trusses built out of 2x4s and metal
connectors on 2 foot centers.  The loads on the different floors is different
of course, but the point I'm trying to illustrate is that it takes a lot less
material to build a truss compared to a span.

I'd look at pre-engineered trusses as inspiration for your repairs.  I wouldn't
bother sistering a 2x6.  I'd think in terms of triangles rather than long 
spans.
A truss uses more metal connectors and a lot less wood.

I couldn't find a picture that shows a simple pre-engineered roof truss, 
but here's
a website that shows how complex the problem can be!
http://www.woodtruss.com/index1.html
It looks like the industry term is METAL PLATE CONNECTED WOOD TRUSS
If you want to be an amateur engineer, I think you start with a "free body 
diagram"
or some such and get mathematical!  Wish I could offer more help but I majored
in Philosophy.

Steve Shipley
Seattle, WA.

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