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Old 19th November 2009, 06:33 PM
mark mark is offline
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Join Date: Mar 2009
Location: Billingham (north east)
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Quote:
Originally Posted by adrianreeve View Post
Mark

I did exactly the same as you, and my stays go to the same place. Looks good, and after a bit of stress analysis (I used to be a 'proper' engineer) turns out to be a fair bit stronger than original, as stresses are dissipated over a greater area.

Cheers

Adrian
I thought that would be the case, however its good to know that someone who actually has a backround knowledge about stress analysis can confirm it, rather than me just thinking it
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