Thanks for the tip, it was very helpfull... i already switched to feat 200 for my modelling already, it makes automatic connections and its more or less simpl and i can get deflection isolines.
sorry for the double post, but i guess this attachment is the one, well i hopehttp://files.engineering.com/getfile.aspx?folder=58c22ad6-a64e-404a-9b54-ebf815812da6&file=Monolithic_BSC.std
Hello to everyone, im new here, and ew with staad.
im actually making a model in staad for a prefabicated building, i would like to know how do i do to make it such that the vertical plates whoch lies on the horizontal plate transfers only fertical forces and no moment.
or is it such in staad...
