Albie2
New member
- Sep 21, 2006
- 4
I have a horizontal pipe with ends that are secured vertically but free to float horizontally and need to apply a load through a vertical pipe (90 degree intersection) that is radiused to provide full contact, what are the formulae for calculating deflection and max tensile stress induced into the horizintal pipe. Both pipes have the same O.D. and wall thickness.
I'm not a structural engineer and the fact that this does not appeat to be either a concentrated nor uniformly distributed load has me baffled.
Thanks for any help you can offer.
Albie2
I'm not a structural engineer and the fact that this does not appeat to be either a concentrated nor uniformly distributed load has me baffled.
Thanks for any help you can offer.
Albie2