Ingeniosus
Structural
- Jul 23, 2011
- 42
Hi everybody!
I'm doing a Static analysis of a circular reinforced concrete slab.
I'm using SHELL elements in ABAQUS.
In the OUTPUT there are these variables:
MAX IN-PLANE PRINCIPAL STRESS
MIN IN-PLANE PRINCIPAL STRESS
MAX PRINCIPAL STRESS
MIN PRINCIPAL STRESS
What is the difference? And what is the principal stress that I need?
Thank you
Regards
I'm doing a Static analysis of a circular reinforced concrete slab.
I'm using SHELL elements in ABAQUS.
In the OUTPUT there are these variables:
MAX IN-PLANE PRINCIPAL STRESS
MIN IN-PLANE PRINCIPAL STRESS
MAX PRINCIPAL STRESS
MIN PRINCIPAL STRESS
What is the difference? And what is the principal stress that I need?
Thank you
Regards