Marios
2010-05-14, 10:48 AM
Hi all,
I have some strange stress diagrams when performing stress analysis with the section definition module.
Trying to analyze a composite section it seems that when the neutral axis is in the concrete slab the web of the steel section has no streses.
When choosing from the ready composite sections from the database of the section definition module everything works fine.
Thanks for any feedback.
I have some strange stress diagrams when performing stress analysis with the section definition module.
Trying to analyze a composite section it seems that when the neutral axis is in the concrete slab the web of the steel section has no streses.
When choosing from the ready composite sections from the database of the section definition module everything works fine.
Thanks for any feedback.