sb
1
Hello
I did a bending calculation, but not at all used to these calculations, I would like a little check.
The data:
Ø14 stainless steel 316 bar mounted on the wall
10.5kg load at 270mm from the wall
I find a flex of 17.5mm.
Thank you
S.B
flexion.jpg
Hello
Can this site help you?
http://jean.lamaison.free.fr/flexion.html
1 Like
Hello
Using RDM6 (not the most modern but effective!), I find a result of 1.827mm.
Taking a step back, 17mm is still a lot for a Ø14mm stainless steel bar with such a load!
flexion-sb.txt
8 Likes
Agree with Benoit.LF, with SOLIDWORKS Simulation, I'm at 1.89mm
flexion.png
4 Likes
naklis
5
Hello
If we take the formula, the arrow is delta= FL^3/3*E*I
With in your case if we put everything in mm and therefore MPa for E:
F= 105 N , L=270 mm , E = 210,000 MPa (approx.) and
I moment of inertia for a cylindrical rod I= Pixd^4/64 and d= 14 mm
With the calculation we find delta = 1.74 mm
3 Likes
sb
6
Thank you gentlemen,
I knew I had to get my result checked.
I'll restart my simulate when I have time to look for where I crashed.
S.B
1 Like
gt22
7
Hi @ s.b
you probably have a conversion error
A zero too many somewhere
Maybe the Newton / Kilo conversion?
http://fr.converworld.net/poids/newton-kilo/
@+ ;-)
1 Like
sb
8
@gt22,
So far, so good. :)
I need to look at the data in the software at the level of matter or default units in the software.
1 Like