• in section wizard , while importing the section by general section , error pops up says " profile point for this shape will not be exported"

    I am using a square section by TATA STRACTRA one on top of another.

  • Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m

  • steel section

    Hi Im modelling a three hinged truss in StaadProv8i for completion of our school requirements. The problem is, we should model a steel truss without failed section before new year starts. But after I run analysis, the output shows some failure beams…

  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys

  • solid plates and round bar design

    Dear sir, I am doing a design calculation for cat ladder using solid plates and round bar .But it is not giving me results with utilization ratio?how i can design it.Kindly suggest me method for these profile.stad file is attached. CAT LADDR.std

  • COMPOSITE DECK

    Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…

  • how to get the loadings details in report????

    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

  • STEEL DESIGN DETAILS

    Dear Frds, I have modeled a steel frame and design using EN 1993-1-1:2005. I have attached the model for your reference i that model correct or need to add any other steel design parameter?? I have attached the design report also in which member…

  • RE: steel design

    Thank you Very much , the answer is useful../ But have 3 doubts, 1. We can also use interactive steel for member design know, so how to form auto form member in steel designer , its not working properly in my model what is the reason??? 2.Which…

  • steel design

    Dear Engineers, I have use steel design for first time but i am unable to form "auto members" or even "form members" 7635.sample.std . Can plz any one help me on this issue. I have attached model for your reference.../

  • large rotational displacement

    When running the STAAD, the result shows everything is right,. Structure is stable, no warning. Displacements are limited. BUT, I get some funny numbers for rotational displacement e.g. 533 degree & sometimes more. I checked releases. I believe they…

  • Tapered Members

    Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…

  • Re: Unbraced Length of Members w/ Intermediate Nodes

    Dear Kris, Could you, please, clarify the diffrence between LZ and UNT/UNB parameters for free-standing slender 18m-tall columns supporting the crane runway? There is a disagreement among our engineers - how to set these parameters. The columns…
    • FCSS_North-Runway.std

  • How can we incorporate RAM Connection data in ISM file?

    I have a steel structure Modeled, Analysed & Designed in STAAD.Pro V8i SS4 and Connections designed in RAM Connection plugin for STAAD. However, when I'm creating a repository for exporting the data to Pro Steel for detailing, RAM Connection data is not…
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