• Modeling and Analysis of Diaphragms

    Sye
    Sye
    Bentley Success Factors Webinar: Modeling and Analysis of Diaphragms Webinar Q&A Webinar Date: October 2017 Webinar Description Building structure behavior in response to earthquake or wind is heavily dependent upon the nature, extent and stiffness…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Live Load Reduction

    John Hoenig
    John Hoenig
    Which modules within RAM Structural System use reduced live loads (if reducible live loads are applied)? Is live load reduction performed for the Post-Processing -> Foundation Loads -> Gravity from RAM Steel Reports? Is live load reduction performed…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Cut and Paste User-Defined Load Cases in RAM Frame

    Allen Adams
    Allen Adams
    Product(s): RAM Structural System; Ram Frame Version(s): CONNECT Edition Environment: N/A Area: Analysis Original Author: Bentley Technical Support Group How do I import user-defined lateral…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RAM Frame ASCE 7-10 Wind

    Jeff_C
    Jeff_C
    When inputting criteria in RAM Frame (RAM v14.07.01), do I input the ultimate wind speed (Vult) or nominal wind speed (Vasd)? Thank you.
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Friday June 28th Insider Skills: RAM

    Ann Marie
    Ann Marie
    Click Here to see the full annoucement on our FREE Seminar series Insider skills.
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Best Approach to Model and Design a Simple Four Sided Moment Frame Building in RAM SS

    sbouvia
    sbouvia
    I was wondering if there is any literature on the best way to approach the design of a simple four sided moment frame building using RAM Structural System? Thanks, Scott
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Wind Uplift Loading

    sbouvia
    sbouvia
    Hey all, Just wondering as to how people have been approaching inputting wind uplift loading into the RAM SS loadings/load combinations. Any ideas would be greatly appreciated. Also I am wondering from the Bentley Tech's who are on this forum, will…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Lambda Critical and Amplified Sway Method to BS 5950-1

    M Kilpatrick
    M Kilpatrick
    All, I am looking for some guidance, when determining the lambda critical value for a structure within RAM Frame, does the programme do anything with this? In particular, if the lambda critical value is less than 10, but greater than 4, does the…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM SS/RAM Frame Visibility

    TLiebhold
    TLiebhold
    Is is possible to save visibility settings for RAM Frame? Every time I go into ram frame the visibility of slabs, gravity members, and footings is enabled. While I enjoy having the enhanced graphics in this module now, it would be nice if the program…
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Frame Brace Connections

    sbouvia
    sbouvia
    I was wondering if it is possible to change braces in RAM SS so that they do not take any vertical loading. Currently when we are looking at the forces in the braces in RAM Frame, the controlling load combination is a vertical load combination not the…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Foundation

    sbouvia
    sbouvia
    When modeling shear walls in RAM SS, do I need to sub-divide them in RAM Modeler so that the forces that are delivered to the continuous footings in RAM Foundation more realistic?
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Ten Things You May Have Never Done with RAM Structural System..............But Could

    Josh Taylor
    Josh Taylor
    by Josh Taylor Solutions Discussed: Structural analysis and design of concrete-framed buildings Products Discussed: RAM Structural System 1) Rotate the view of the model dynamically When viewing the 3D perspective…
    • over 13 years ago
    • Bentley Colleague Blogs
    • Josh Taylor's Blog
  • Pseudo-Flexible Diaphragms in RAM Frame Screencast

    Jason Coleman
    Jason Coleman
    This blog post and screencast have moved to the Bentley Structural Team blog . Please note that all future screencasts will be posted there.
    • over 15 years ago
    • Bentley Colleague Blogs
    • Jason Coleman's Blog
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