05-04-2010, 08:23 AM
Problem has been solved.:JC_cheers:
For the first time with the simply supported beam I made a mistake with the link of the shrinkage function so I didn' get stresses, now I fixed it and it works perfectly.
The software handles the restrain of the steel girder as secondary effect!
I learned that the restrain of the steel girder is the primary effect, nevertheless if we consider as a secondary effect is reasonable too, the composite section is like an "inner indetermination".
Thanks for the support midas support team.:JC_handshake:
Welcome to my schizophrenic thread. :prankster:
Regards,
rusty
For the first time with the simply supported beam I made a mistake with the link of the shrinkage function so I didn' get stresses, now I fixed it and it works perfectly.
The software handles the restrain of the steel girder as secondary effect!
I learned that the restrain of the steel girder is the primary effect, nevertheless if we consider as a secondary effect is reasonable too, the composite section is like an "inner indetermination".
Thanks for the support midas support team.:JC_handshake:
Welcome to my schizophrenic thread. :prankster:
Regards,
rusty
Engineering - the Art of Neglection