Use Options:
1.Edit/Points/Disconnect - to disconnect all connected at a selected joint elements;
2.Select elements (beams) and their jonts and with Edit/Points/Connect connect them; Do so with column elements
3. Select joints (after steps 2 should be 2) and assign them joint constraints -...
vch (Structural) 15 Aug 07 11:11
How to model flat floor slab (possibly with a drop panels)?
- including column bending stiffness above and below slab
or
- without incl. column bending stiffness?
This is important mainly for deformation check.
I have some more questions:
Is there code...