• Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect

    Rex Homer C.
    Rex Homer C.
    Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STADD PRO and RC Designer Concrete Design Issue

    paresh
    paresh
    Hi All, I am facing one issue regarding different result while doing beam design using STADD PRO v8i and RC Designer(Interactive). Corresponding to Beam No 61(Member 7), I am getting huge difference is Ast of both the results, however moment value…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design output is different from the tutorials

    Michael Santos
    Michael Santos
    I have been studying Staad.pro Connect edition through youtube tutorials. However, when I opened the output viewer after running analysis for the concrete design, the results are totally different. I can't even understand the result of what I have done…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Deflection Parameter for RCC Beam

    Sye
    Sye
    The deflection parameters like DFF, DJ1, DJ2 which are available for steel design are not there for concrete design as most concrete codes require you to provide a member or a slab of a certain depth so that the span/depth is within a certain limit. For…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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