Answer:
To be able to consider this nonlinearity, you can use the "Partial activity" function (see Image 01). This allows you to define the limit moment beyond which no more moments are absorbed.
Considering Nonlinearities for Supports and Hinges
I want a support or member hinge not to absorb any bending moments above a certain size. How can I do this?
Author
Gerhard works in product engineering in the field of timber structures and also assists with customer support. He draws on his development experience to create practical and actionable solutions.
Links
- Online Manual RFEM | 4.7 Nodal Supports - Nonlinearities
- Online Manual RFEM | 4.14 Member Hinges - Nonlinearities
Downloads
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