Issue:
How to define correctly lateral buckling length for steel beam divided in several segments in Robot Structural Analysis.Example:
How to define lateral buckling length for bottom flange longer than each component length.
Solution:
Possible solutions:Define "super member" consisting of all beam segments. Define lateral buckling parameters for "super member".
Follow the steps:- Open Design >Steel Members design -Options >Member/Groups -Definition.
- Click New.
- Activate Member list.
- Select beam components to be defined as "super member".
- Define "Super member" name.
- Check "Super Member " number.
- Save.
- Define lateral buckling length for defined "Super Member" (refer to the following procedure).
Replace bar defined by small segments with one continuous beam. Define lateral buckling parameters for this beam.
Follow the steps:
- Select beam components,
- Delete from keyboard
- Open Geometry >Members.
- Select required section.
- Define continuous beam using remaining end nodes.
- If necessary update load definition for new continuous beam.
- Define lateral buckling length for defined "Super Member" (refer to the following procedure).
