• WHY STAAD NOT SUPPORT THE MULTI THREAD?CORE FOR DESIGN?

    WHY STAAD NOT SUPPORT THE MULTI THREAD?CORE FOR DESIGN? AS MANY OF SOFTWARE IN MARKET HAS CAPABILTY OF DOING SAME STAAD TAKING MUCH MORE TIME TO DESIGN , HOW TO REDUCE IT AND FOR INDIAN CODES WHEN STAAD SUPPORT MULTICORE/ THREAD TO DESIGN?ANALYSIS THE…

  • Why IS Code 800-2007 LSD fails Ratio INFINITY, while AISC 360-10 ASD passed Beam with Ratio 0.44? Taper beam

    1) Design check by IS Code 800-2007 LSD fails gives result of Bending Ratio = “INFINITY”, which passes with AISC 360-10 ASD Ratio 0.44! Also IS 800 code output does not give any ratio in both major, minor axis! 2) Is this 12 mm Flange thickness is critical…

  • Member failing due to Critical Sec. 9.3.2.2

    I Need Help in Resolving Failure of Member. This is a tapered I section, but it is failing under clause 9.3.2.2. of IS800. Can anyone help me to resolve this critical condition ? Flange thickness is 12 mm Other details of section in photo. 5826…

  • 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…

  • RE: Design of single angle as per IS 800 and AISC 360-10 codes in STAAD

    The AISC 360-10 allows single angles to be designed as per geometric axis only under certain conditions like if the angle has a continuous lateral restraint or the angle is an equal angle, bending only about one of the geometric axis with no compression…

  • EUROPEAN SECTIONS

    Hi there, I'm trying to design connections/base plates using RAM Connection V8i rev5.5. I'm using European Sections and seems that they are not compatible with the software, as I have changed my sections to British and works fine. Is there any solution…

  • Re: Member Property Specification - STAAD.Pro Version: 20.07.06.23

    STAAD.Pro does not design either GENERAL or PRISMATIC members as these have no defined section type. Different shapes have different local failure states, there is no way to identify a user-defined general or prismatic shape. However, any parametric user…
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