Hello Everyone,
As in case of Steel sections we usually convert all analytical members to physical members to denote STAAD of a single beam that are divided into segments.
Is there any possibility that same concept can be used in modelling mode while modelling as RCC Building structure?
As we usually divide the slab elements into various other smaller segments in order to have an accuracy in load transfer we actually find that the associated beams or column gets segmented too so in this context how can I denote STAAD to analyse and design as a single member in modelling mode?