christophersrikanth
Structural
- Apr 1, 2013
- 15
Hi-I asked this question in another discussion group on eng-tips but was advised to post here instead -I did not get satifactory replies in the that group (NX-UG) as well
I have just been reading the tutorial in NX (as well as practising doing it) concerning pressure loads in NX.
Now, if you recall the definition of pressure (
we see pressure is a scalar.
This is clear.
However, in NX if we go to load type->PRessure, in the dialog box, there is also an option of defining the components of pressure.
My question is, how can pressure ahve a unique direction?
Sorry for a very fundamental question-please note this is not a homework question but very much a question from me- working on real problems.
I have just been reading the tutorial in NX (as well as practising doing it) concerning pressure loads in NX.
Now, if you recall the definition of pressure (
we see pressure is a scalar.
This is clear.
However, in NX if we go to load type->PRessure, in the dialog box, there is also an option of defining the components of pressure.
My question is, how can pressure ahve a unique direction?
Sorry for a very fundamental question-please note this is not a homework question but very much a question from me- working on real problems.