Hello people this is my first post.
I'm having this problem with RSAP2014.I made a steel building and i want the loads i have put to be transferred from secondary beams to primary ones.First of all i used the command divide in order to create the necessary nodes to my beams and this worked as i don't get any error messages during calculations.But when i checked the results i realized that no forces have been transferred from beam to beam.Here's a screenshot .As you can see the M,Q diagrams for the secondary beams are fine but can't say the same for the primary ones.Also using cladding doesn't help,cause this just distributes the load amongst all beams.Is there's something i need to with the nodes so that the program may understand what i wish to do?Generally i can't find some tool or command that it will make this kind of division to primary and secondary beams
Also i'm curious why my slab diaphragm appears like that