vineethkumar
Structural
- Nov 24, 2024
- 3
i am working on a model which consists of Beam, column and Boltless connector
where the beam and connector has weld behaviour - I gave tangential contact
Upright and connector - Tangential Contact
upright and tabs of connector - Hard Contact
here after conducting non-linear analysis the interaction between upright and connector starting to behave as a fixed connection resulting in more stiffness
but my connector is boltless so it is not supposed to happen
i am unable to understand what is going wrong
need some help with .....
where the beam and connector has weld behaviour - I gave tangential contact
Upright and connector - Tangential Contact
upright and tabs of connector - Hard Contact
here after conducting non-linear analysis the interaction between upright and connector starting to behave as a fixed connection resulting in more stiffness
but my connector is boltless so it is not supposed to happen
i am unable to understand what is going wrong
need some help with .....