All area sections are considered flat, even if they are defined as ribbed.
Material overwrites are not taken into account for objects. Concrete and rebar materials are taken from the design settings specified in the plugin.
To prevent loading of “Stiff” type elements (rigid bodies above columns and walls), the limit for bending stiffness modifiers is set to 99. If a section has modifiers $m_{11}$ > 99, $m_{22}$ > 99 and $m_{12}$ > 99, , then that section is skipped, as are all elements to which it is assigned.
To work correctly with combinations containing stage calculations, the option Results Saved in the load case parameters in the CSI model must be set to “End of Final Stage Only”.
<aside> 💡 If a different value for this option is selected, the results for all stages will be added together.
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