• Deflection not appearing in staad output file

    Angelo Peredo
    Angelo Peredo
    I'm having a problem with mu model. How would I make the deflections appear in the staad output file? All I am getting are these I am checking for strength and serviceability check. Load Envelope 1 for Srength and Load Envelope 2 for serviceability…
    • Answered
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD Pro Version 22.10.00.153

    S Thirumarainathan
    S Thirumarainathan
    WE HAVE TRIED WITH THE FOLLOWING AVAILABLE COLD FORMED SECTIONS: Angle With Lips - 1 Double Angle (LD) Double Angle(SD) Channel With Lips Channel Without Lips Double Channel Back to Back Double Channel Front to Front Zee With Lips …
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD CONNECT - Variance In Length by 0.00001 m

    Rakesh Jain
    Rakesh Jain
    Hey All, While Modelling A Building In Staad Connect Edition, When I Model A Slab Of 5 X 5 m Size In C.E., It Takes The Length As 5.00001 m Irrespective of 5m Length Input, And So It Gives Error While Generating Floor Load With Boundary Of 5 X…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Is UNB/UNT/UNL linked to effective length factors Ky and Kz in STAADPRO?

    Kay Thi Kyin
    Kay Thi Kyin
    Hi all, I was wondering if anyone could provide some clarity on the use of UNL (UNB/UNT) in the case of cantilever members. What I know so far is that Ky and Kz would have some typical factor of 2 or 2.1 for cantilever members, and this impacts the…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • THE COMPRESSIVE AXIAL STRESS IN MEMBER # 1049 EXCEEDS 0.08FCK AT SECTION 0.0 MM FOR LOAD # 216 AS PER CL 6.1 OF IS-13920 2016.

    Anirudh
    Anirudh
    Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • No member loaded for floor load generation?

    Anirudh
    Anirudh
    Sir I have modelled and applied the loads in the staad interface the loads are applying but after the analysis in the output I'm getting warning that no member is loaded for the floor load generation! I have thoroughly checked the duplicate nodes,orphan…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAAD Physical - Error

    Saeid Kanani
    Saeid Kanani
    Hi Bentley Team, I am in the process of modeling a steel structure with some steel hoppers. Running Integrity Check and Analysis Model show no issue with no error in the model. But when I want to move to Analytical Modeling, the following message…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to connect beam to column

    Falcon X
    Falcon X
    how to connect beam to column. column size is 4m x .850m, baem size 0.750m x 0.400m. see the attach file image. Yellow line is the column. .
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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