How to apply self-weight
Dear Technical support:
I defined a load case for type of load: self-weight. My questions are that:
(1) I have no way to apply the defined self-weight load case (three of them) to selected elements.
(2) Is it possible to add normal dead loads in the self-weight load case for selected elements? There loads are considered additional loads from other components (SDL), but are t he weight of the permanent materials.
I get zero deflection and zero element forces with my definitions. Please help.
Staging Construction - Plate model for live load.mcb