This option allows you to define distances between member cross-sections protected against torsion, that is the lateral buckling length for beams. To access the option, click either Upper flange or Lower flange in the Lateral buckling parameters field in the Member Definition - Parameters dialog.
You can define the following parameters in this dialog:
The selection lists (for the member beginning and end, and for intermediate bracings) in this field allow you to define a restraint type at these characteristic points; Based on selected values, Robot determines values of the kr, kl and kt coefficients following the recommendations in the tables 5.6.3.(1), 5.6.3.(2) and 5.6.3.(3) of the code
During calculations, Robot automatically calculates a kt factor value based on the defined types of restraints at member ends and information about the section; You can also define this factor manually after selecting the User-definedoption; select the icon next to this option to open a window with the table 5.6.3.(1) of the code
During calculations, Robot automatically calculates a kl factor value based on the defined types of restraints at member ends, information about the load height (at the shear center or on the upper flange) and the position of a longitudinal load; You can also define this factor manually after selecting the User-defined option; select the icon next to this option to open a window with the table 5.6.3.(2) of the code
During calculations, Robot automatically calculates a kr factor value based on the defined types of restraints at member ends and information about the points where the cross-section is restrained against lateral torsion; You can also define this factor manually after selecting the User-defined option; select the icon next to this option to open a window with the table 5.6.3.(3) of the code