• Steel Design Capacities Are The Same For Different Steel Strengths

    Ryan Hill
    Ryan Hill
    Hi, I have created a simply supported steel beam in the Physical Modeller (Connect Edition 22.11.00.156). I am designing the beam to the UK National Annex of Eurocode 3. I have attached 2 different models, the first is a simply supported steel beam…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Having Doubt in STAAD Seismic Analysis for New Zealand Project

    Suraj Jadhav
    Suraj Jadhav
    Currently Working on Pipe rack Design for the New Zealand site. And I want to do Seismic analysis for the pipe rack. I have seen the seismic code list which is available in software. New Zealand Seismic code is not available in code list then how we can…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • AS4100 in STAAD pro connect edition

    Arash Nasr
    Arash Nasr
    The AS4100 version in the Staad Pro Connection Edition is 1998, is that correct? is there any way to update it to 2018 version?
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD model steel utilization ratios go SKY HIGH with just changing some WWF column members using Canadian Code

    Justin Heine
    Justin Heine
    Hi, My company is working on a steel structure analysis model that is giving us very unusual results when we change some WWF550x420 members to standard rolled shapes. For example, if we change the WWF550's to W610x262's the model's utilization ratios…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • The analysis of a stepped column is possible or not?

    soumyaranjan samartha
    soumyaranjan samartha
    PDF Dear communities, Please provide me the solution or method to design & analysis the STEPPED column. For the reference, I have attached the pdf file, please check it & provide me the solution. Thank you.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Bug in Warping constant in AISC360-16 Chapter E.4 (STAAD.Pro ver.22.04.00.40 )

    Koki Nozaki
    Koki Nozaki
    STAAD.Pro ver. 22.04.00.40 ” The correct Cw (Warping constant) value is not assigned by the members ” I modeled all these members in the GUI. Other than PG(Plate Girder), I used American Property, and created User table about PG. Here, I compared…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to make a Ram Connection using C Channel type Section for columns or members

    Arun Chugh
    Arun Chugh
    Please suggest any workflow to make a connection, using C type channel section for column, or built up section having two C type channel sections (back to back or front). At present it seems that under RAM connection only I- type section, hollow type…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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