• What is the reason for designing of column without considering the worst load case even though I add several load combinations?

    In my model I analyze and design a G+8 RCC Structure, and the column is designed for only the first load case even though other load combinations give maximum axial force and moments. I attached the screenshots of output file below.

  • SIG Tech Talk: Seismic Analysis in STAAD.Pro CONNECT Edition based on EC8 Code

    Tech Talk: Seismic Analysis in STAAD.Pro CONNECT Edition based on EC8 Code - Response Spectrum Method Presenter: Badreddine Ziane, Senior Technical Manager, Bentley Systems Date/Time: 15 th October, 11:30 AM GST (GMT + 4) Register Now Do you want…

  • SIG Tech Talk: Eigen Solution and Response Spectrum Method in STAAD.Pro CONNECT Edition

    Tech Talk: Eigen Solution and Response Spectrum Method in STAAD.Pro CONNECT Edition Presenter: Kaushal Aggarwal , Technical Support Engineer, Bentley Systems Date/Time: 2 nd September , 11:30 AM GST (GMT + 4) Register Now Do you want to know about…

  • SIG Tech Talk: Modelling for Seismic Analysis in STAAD.Pro CONNECT Edition

    Tech Talk: Modelling for Seismic Analysis in STAAD.Pro CONNECT Edition Presenter: Surojit Ghosh, Senior Structural Engineer, Bentley Systems Date/Time: 19 th August, 11:30 AM GST (GMT + 4) Register Now Do you want to know about seismic analysis and…
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