Re: S&G: paneling
In Response To: Re: S&G: paneling (Dave Houser)
Even though the joint may be stronger than the surrounding wood, wouldn't the joint create a stress point that would be different than if there were no joint in a long section of wood? The joint may not separate but maybe the wood might crack where the glue stops? Just trying to optimize were I place my joints. It sounds as though I shouldn't stress over this issue.
: 8-8-1 is the norm for panel lengths only because it is more efficient in
: laying the panels out on 4 x 8 foot panels in order to minimize waste. A
: well done scarf joint will be as strong and as flexible as the plywood.
Messages In This Thread
- S&G: paneling
dave -- 2/7/2008, 11:21 pm- Re: S&G: paneling *Pic*
Paul G. Jacobson -- 2/8/2008, 7:11 pm- Re: S&G: paneling *LINK*
dave -- 2/9/2008, 10:55 pm- Re: S&G: paneling
Paul G. Jacobson -- 2/10/2008, 4:05 pm- Re: S&G: paneling
dave -- 2/10/2008, 5:18 pm
- Re: S&G: paneling
- Re: S&G: paneling
- Re: S&G: paneling
Dave Houser -- 2/8/2008, 4:06 pm- Re: S&G: paneling
dave -- 2/8/2008, 6:17 pm- Re: S&G: paneling
Dave Houser -- 2/9/2008, 12:08 pm- Re: S&G: paneling
Paul G. Jacobson -- 2/8/2008, 7:24 pm - Re: S&G: paneling
- Re: S&G: paneling
- Re: S&G: paneling
Kyle Lindstrom -- 2/8/2008, 12:20 pm- Re: S&G: paneling
Brad Shook -- 2/8/2008, 3:09 pm
- Re: S&G: paneling *LINK*
- Re: S&G: paneling *Pic*