• Model Vertical Bracing Column Face - Offset Centre Node vs. Shift Node Coordinates

    I am Modelling an existing building with Vertical Bracing between columns. Due to the presence of infill masonry walls, the bracing is located on the column flanges (not centered on the web) Bracing has been modelled offset to column face (see picture…

  • RE: Truss member of STAAD and the instability problems

    Fiona: There are a couple of nodes at the intersection of the long braces which should be merged. From what you described, it would be more appropriate to release the moments at the ends of the long braces rather than specifying these as TRUSSes. The…
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