- #1
spggodd
- 38
- 0
Hey, hopefully this is a suitable forum to put this in! I've been having a bit of trouble trying to find an example to learn from about finding the raidus of curvature in a simply supported beam.
I've got a point loads and a UDL to take into account and seem to find it near impossible to find any examples where the two are combined.
If it helps the question is as follows:
1. A simply supported beam of length 6m supports a vertical point load of 45kN a distance of 4m from one end. If the maximum allowable bending stress is 120MPa:
*7 previous questions were asked*
If the beam has a young's modulus of 200GPa calculate the radius of curvature.
Any information you might need just ask!
Thanks!
Edit: Read a sticky and you want my own attempt?
Well I would show you what I've done but I am that stuck that i don't have anything!
I'm just trying to get hold of some useful info to get started
I've got a point loads and a UDL to take into account and seem to find it near impossible to find any examples where the two are combined.
If it helps the question is as follows:
1. A simply supported beam of length 6m supports a vertical point load of 45kN a distance of 4m from one end. If the maximum allowable bending stress is 120MPa:
*7 previous questions were asked*
If the beam has a young's modulus of 200GPa calculate the radius of curvature.
Any information you might need just ask!
Thanks!
Edit: Read a sticky and you want my own attempt?
Well I would show you what I've done but I am that stuck that i don't have anything!
I'm just trying to get hold of some useful info to get started