nickreserved
Student
- Apr 20, 2021
- 1
I have a steel beam discretised into 10 pieces and a plate over beam discretised on 10x10 pieces.
Nodes are shared between plate and beam and beam is offseted below plate (so this is a composite plate-beam).
How can I get the bending moment of composite plate-beam? Is there a way to integrate stress in a part of section selected by me, or another solution?
I don't care about whole plate but only the part of plate which interacts with beam.
I talk about SAP2000.
Nodes are shared between plate and beam and beam is offseted below plate (so this is a composite plate-beam).
How can I get the bending moment of composite plate-beam? Is there a way to integrate stress in a part of section selected by me, or another solution?
I don't care about whole plate but only the part of plate which interacts with beam.
I talk about SAP2000.
