• RE: Staad.Pro - Seismic loads by response spectra

    Response to Q-1. Please check if % of the sum of mass participation in the direction of application of RS loads is at least 90%. if not, increase the number of codes to be considered in the analysis. It is evident that program is not facing any problem…

  • RE: Staad.Pro - Seismic loads by response spectra

    Yes, you are correct.

  • RE: Offset method

    Yes, you can do that. This will made a model more complex, though. In most of the cases a centerline modeling approach is being used.

  • Tension and compression forces of member

    Hi, How can I get tension and compression forces of member on the SACS output file? Or If any member has fixity (111000) in its one end, is it possible to get tension and compression forces on the member? I am new at this software. Please help to find…
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