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Subject: 
RE: Joining Beams Axially at 90 deg
Newsgroups: 
lugnet.technic
Date: 
Tue, 4 Dec 2001 21:08:34 GMT
Reply-To: 
<BRAM@PO.spamcakeCWRU.EDU>
Viewed: 
1094 times
  
Steven Lane writes:
In lugnet.technic, Thomas Avery writes:
http://www.texbrick.com/quick_pics/beam90.html

If you want more 'axial strenght' try this:
http://brickshelf.com/cgi-bin/gallery.cgi?i=89049

Axial tension is the force on the beam caused by pulling on either end.
To solve that problem, you'd need to but the lock bushings on the axles
parallel to the beams.  Perhaps you were trying to add torsional
(twisting) strength?
--Bram


Bram "Sorry, statics class kicking in" Lambrecht
bram@cwru.edu
www.bldesign.org



Message has 1 Reply:
  Re: Joining Beams Axially at 90 deg
 
(...) That's exactly what I did, Axial... axis, sounds the same, so I guessed that, was what it was. Steve (23 years ago, 5-Dec-01, to lugnet.technic)

Message is in Reply To:
  Re: Joining Beams Axially at 90 deg
 
(...) If you want more 'axial strenght' try this: (URL) too, had the idea of doubling up my solution using 3L black pegs, I just didn't bother to write it down. Steve (23 years ago, 4-Dec-01, to lugnet.technic)

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