• STAAD Utilization Ratio only Generated for some of the Beams

    I am modeling a single span steel frame bridge with steel piles and sheet piling, which I input as plates. The W-shapes and HP-shapes are getting utilization rations, but my C-shaped members are getting N/A for utilization ratio in the report output.…

  • Spring Rotational Stiffness for Machine Dynamic Analysis

    Dears, I am modeling a foundation for a screw compressor machine. I already calculated the 6 springs (3 translational (units kN/m) and 3 rotational (units kNm/deg)) to be included in the center of the base area. Also, I already calculated manually the…

  • Property assign

    How do I calculate AX, IX, IY, IZ, AY, AZ, YD, and ZD for a T-BEAM bridge section in the general option in STAAD ?

  • T-beams

    How do I calculate AX, IX, IY, IZ, AY, AZ, YD, and ZD for a T-BEAM bridge section in the general option in STAAD ?

  • Design of Physical Steel Beams with Intermediate Nodes

    What is the right way to model and design steel beams with timber floor joists in STAAD Pro? I have a series of 65 ft. long steel beams supporting timber floor joists at approx. 16 in. spacing (Please see picture below). The steel beams have several intermediate…

  • Simple Moving load generation

    Dear Sir, Am a young engg. and new to staad pro. I just have to calculate an approximate moment calculation for moving loads for defined. Just for study purpose. i have created 2 beams and a set of loads defined for loading. i have generated load…
    • Sample_Moving1.std

  • Re: Bridge Modeling and Finite Element Analysis

    Hello, and welcome to STAAD.Pro & the Be Communities. A great place to start learning some of STAAD.Pro's capabilities for bridge modeling and design would to study the Application Examples included in the online help. Included in the American or British…
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