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Create 1D Member Design Options for Effective Length, Restraints and Buckling Factors

Inputs

NameIDDescriptionType
Member Restraint StartER1Set the Member's Start Restraint\nUse either shortcut names ('Pinned', 'Fixed', 'Free',\n'FullRotational', 'PartialRotational' or 'TopFlangeLateral')\nor theText
Member Restraint EndER2Set the Member's End Restraint.\nUse either shortcut names ('Pinned', 'Fixed', 'Free',\n'FullRotational', 'PartialRotational' or 'TopFlangeLateral')\nor theText
Destabilising Load HeighthDestabilising Load Height in model unitsNumber
Factor LsyfLyMoment Amplification Factor, Strong AxisNumber
Factor LszfLzMoment Amplification Factor, Weak AxisNumber
Equivalent uniform moment factor for LTBfLtbOverride the automatically calculated factor to account for the shape of the moment diagram in lateral torsional buckling design equations. This override is applied for all bending segments in the member. This override is applied to the following variable for each design code:Number

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