flamby
Structural
- Feb 12, 2002
- 591
Suppose a spherical shell is stressed from inside and hoop stress results. If I consider a small square on the surface of this ball, I see hoop stress in every direction.
Why shouldn't these stresses be combined when we check it against allowable tension, which is a one-dimensional stress? For example (hoop stress * 1.414 < allowable)?
I know I am wrong, but where?
Why shouldn't these stresses be combined when we check it against allowable tension, which is a one-dimensional stress? For example (hoop stress * 1.414 < allowable)?
I know I am wrong, but where?