Subject:
|
Re: Joining Beams Axially at 90 deg
|
Newsgroups:
|
lugnet.technic
|
Date:
|
Wed, 5 Dec 2001 22:29:08 GMT
|
Viewed:
|
1370 times
|
| |
| |
In lugnet.technic, Thomas Avery writes:
>
> You're right! I don't know what "axial strenght" is either. But I do know
> what "axial strength" is ;-)
I think I'm with Steve on this, having had no mechanical engineering
education tends to mean I know what things are, just not what to call them :-)
That's a nice tractor BTW TJ, I'm looking forward to seeing more photos of
that (and your excavator?) when they are finished.
Jennifer
|
|
Message has 1 Reply: | | Re: Joining Beams Axially at 90 deg
|
| (...) I realize this and I agree with him. That's why I created that little webpage. It will be a good reference for me in the future whenever I start spouting out these technical descriptions of things. (...) Thanks! It will be a long while before (...) (23 years ago, 5-Dec-01, to lugnet.technic)
|
Message is in Reply To:
| | Re: Joining Beams Axially at 90 deg
|
| (...) You're right! I don't know what "axial strenght" is either. But I do know what "axial strength" is ;-) There are two ways to load a member axially: tension and compression (i.e. pulling and squashing). I had been talking about axial tension, (...) (23 years ago, 5-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
|
|
|
|