Hello,
I am modeling a slab supported on four walls and then will be changing the restraint conditions of the walls to allow rotation and then to fix rotation.
I am trying to model the slab as a single shell and then auto mesh with different mesh sizes until I converge on an answer. The shell...
Thank you very much, works perfectly.
I was doing exactly that, but had my component type set to "Shell Stresses" instead of "Resultant Forces".
Stupid mistake because moments are forces not stresses... thanks for the help!
Hello I have what seems to be an easy problem which I cannot figure out.
I want to analyze the bending moments in a slab supported on walls using SAP2000. I know that the slab should be modeled as a shell and that the edges should be fixed to represent the stiff walls. When I run my model and...
