• Buckling analysis results differ between basic and advanced solver

    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Analysis Solutions Subarea: Buckling Analysis Original Author: Sye Chakraborty, Bentley Technical…

  • BUCKLING CHECK ANALYSIS-STAAD PRO

    Please help me..i m still newly user with this software..and i m already out of idea how to solve it..can anyone help me how can i do my buckling analysis of my concrete tube length 36 meter and diameter size of my conc.tube is 600 mm.. when i m going…

  • built up members data base??

    hi~ i have a problem using staad. in doing modeling work, i wana input built-up steel sections on modeling members, not roll steel section. i just found roll steel sections in staad. could anyone help me about this problem? …

  • Design of Truss and Structure

    Hello! I'm a CE student and im trying to design a structure made up of steel. I would like to know what connection do I actually use for the support on trusses, and on STAAD.Pro do I place the truss on my structure or do I analyze the structure…

  • How do design trusses in staad?

    I'm having problem designing trusses in staad cause I don't know if I should model the truss with the building or should I model the truss only in designing. I tried doing both. First I modeled the building with the trusses in place the second I modeled…

  • RAM Connection Capabilities and Modeling FAQ

    Applies To Product(s): RAM Connection Version(s): Various Area: Modeling; Design Original Author: Bentley Technical Support Group Can I assign a section such as a HSS…

  • RE: BUCKLING CHECK ANALYSIS-STAAD PRO

    Dear All, I hope members of this conversation are still active. I have similar situation where, i performed buckling analysis with advaNCED SOLVERi GET THE MESSAGE AS " NO BUCKLING FACTORS ARE FOUND. PLEASE CHECK LOADING IS PRESENT" Also I have…

  • Re: EN 1993 - Double angle and Builtup section design chek

    For Buckling Check to Eurocodes, please refer to the following link in the BE Communities forum. communities.bentley.com/.../255647.aspx

  • Re: EN 1993-1-1:2005 Buckling Check

    Lateral Torsional Buckling: The phenomenon of Lateral Torsional Buckling is caused by the bending of beams about the major axis, when there is a significant variation in moment of inertias about the major and the minor axes. Under ideal conditions…

  • RE: Eurocode

    In the Modeling mode go to Design -> Steel vertical tab. Then select the EN 1993-1-1:2005 design code from the dropdown menu on the right hand. EN 1993-1-1:2005 is a valid EC3 code. EC3-DD is draft version which is outdated.

  • RE: how can see the local axis of member in modelling mode

    To view the local axis orientation of Beam/Plate in GUI, you need to switch on Beam/Plate orientation from View >> Structure Diagrams… >> Labels. Alternatively you can also use the following hot-keys from your keyboard- “ Shift + O ” for Beam Orientation…

  • RE: Steel grade

    Eurocode 3

  • STAAD query on Eurocode EN 1993-1-1:2005

    Friends, All Clause references are to EN 1993-1-1:2005 I had a query on the way STAAD checks members in Eurocode. I am attaching the relevant files as well. My question is this. Why does STAAD use Cl 6.2.7 (5) for class 1 sections? As far as my understanding…

  • STAAD.Pro EN 1993-1-1:2005 Implementation: Elastic Verification of Cross Sectional Resistance

    Applies To Product(s): STAAD.Pro Version(s): All Area: Steel Design Subarea: EN 1993-1-1:2005 Original Author: Sudip Narayan Choudhury, TSG (Structural), Bentley Kolkata …

  • STAAD.Pro V8i SELECTseries 6

    I have great pleasure to inform you that we have launched the much awaited latest release of STAAD.Pro V8i. This new release has been designed around enhancing the user experience of our leading general analysis and design application and still continue…
    • What is New & Changed in STAAD_Pro20071133.txt
    • View

  • Temperature Loading

    Hey !!! Can someone help me to use the temperature load, seems somewhat confusing with the f1 f2 terms . What do they mean and how to correctly input these values.

  • Troubleshooting Errors when Assigning Connections

    Applies To Product(s): RAM Connection; RAM Elements Version(s): Any Environment: N/A Area: Design Original Author: Bentley Technical Support Group This page is the landing page for…

  • User Table Format

    Hi, Can anybody help me about Creating a User Table for member properties? I can see an option that I can I can add an External Table but I don't know how to start or what is the format? Is it simply like a conversion table? Thanks in advance…

  • Validation Problem on Reduced Moment Capacity as per CL6.2.8 of EN 1993-1-1:2005

    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Steel Design Subarea: Verifications Original Author: Shayn Roy Bentley Technical Support Group…

  • Vibration Loading

    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Analysis Solutions Subarea: Time History Analysis Original Author: Sye Chakraborty Bentley Technical…
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