• I want to use RCC floor slab effect on the steel structure of an industrial building. Shall I use master slave command or shall I use floor diaphram command?

    steel quantities especially column size get reduce while considering the rigidity of RCC floor into account. what shall be right approach to consider its effect.

  • why is staad selecting me large steel section for me

    Good day my fellow staad users. I am currently designing a steel portal on staad pro. i noticed that when i use the select command, it selects larger section than when i use my hand to design it myself.using BS 5950 2000 for example rafter size manual…

  • Problem modelling plates on top of beams for elevated steel water tank

    I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…

  • mast tower staad.pro v8i

    pl lead me to STAAD PROBLEM EXAMPLE for a mast. Been to a STAAD training & seen an example problem in the handout, but no leads to it. i WOULIKE LIKE TO RUN THAT MODEL & LEARN ITS STRUCTURAL ANALY. & steel DESIGN TO Eurocode checks

  • mast tower staad.pro v8i

    pl lead me to STAAD PROBLEM EXAMPLE for a mast. Been to a STAAD training & seen an example problem in the handout, but no leads to it. i WOULIKE LIKE TO RUN THAT MODEL & LEARN ITS STRUCTURAL ANALY. & steel DESIGN TO Eurocode checks
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