Subject:
|
Re: Joining Beams Axially at 90 deg
|
Newsgroups:
|
lugnet.technic
|
Date:
|
Wed, 5 Dec 2001 01:56:51 GMT
|
Viewed:
|
1097 times
|
| |
|
|
In lugnet.technic, Bram Lambrecht writes:
> 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
That's exactly what I did, Axial... axis, sounds the same,
so I guessed that, was what it was.
Steve
|
|
Message has 1 Reply:
Message is in Reply To:
 | | RE: Joining Beams Axially at 90 deg
|
| (...) 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 (23 years ago, 4-Dec-01, to lugnet.technic)
|
21 Messages in This Thread:
 
- Entire Thread on One Page:
- Nested:
All | Brief | Compact | Dots
Linear:
All | Brief | Compact
This Message and its Replies on One Page:
- Nested:
All | Brief | Compact | Dots
Linear:
All | Brief | Compact
|
|
|
|
