Analysis Type dialog - LTD parameters tab

Use this dialog to modify the parameters of Load Take Down analysis.

Dialog elements

Members priority for automatic relations

Beams are analyzed in order according to automatic relations between them. Relationships are set automatically based on the priorities selected:

• Avoid cantilever members
• Cross section inertia IY
• Member flexure stiffness
• Slab calculation model

Slab calculation model

Use this dialog to change the type of calculation model for all slabs at once.

Note: Calculation model for slabs can be also assigned separately for slabs as normal in Robot (see Geometry / Properties / Panel calculation model )

Load distribution coefficient for walls

Distribution of loads in walls taking account of a distribution coefficient, which is set as 1.0 by default and can be changed here.

Restore default supports for all beams

Automatic relations for beams can be restored for all elements in a model.

Calculations

Starts the structure calculations for the defined load cases.