popabf
Structural
- Oct 27, 2003
- 38
Hi, my question is how can I model an uniformly distributed load using SAP90, on a frame structure?
I understood that block POTENTIAL is not recomended for frame structures?
Where can I get a manual of SAP 90 in order to enlight myself concerning this problem?
I understood that block POTENTIAL is not recomended for frame structures?
Where can I get a manual of SAP 90 in order to enlight myself concerning this problem?