• Elemental stiffness matrix

    Hello, I built a simple truss model in Staad pro V8i. I am wondering whether there is a way to extract elemental stiffness matrix in global coordinate? I can access global stiffness matrix by enter SET PRINT STFFINESS in the basic solver. Is there any…
  • Re: Extracting Results from STAAD Pro. Using VBA

    I am attaching both my staad file & Macro. After extracting through this macro i found that if I choose an intermediate section which does not fall in 12 ranges in which staad splits the member, there is an error i n the result. i.e the extracted…
  • Resetting all load cases

    I have a model and I was trying to apply a dynamic load. I no longer need to apply this dynamic load and now I can't get rid of it. In the results when I view the restraint loads, there is an M1 load case which I am assuming belongs to the modal analysis…
  • Determine max end reaction on group of beams

    Hello all, I searched around for this, but did not find anything. Is there a fast way to determine the max /min single end reaction on a single beam from a group of beams? out of many load combinations? I may be overlooking something…