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Live Load Reduction
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
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
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
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
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
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
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 Frame Brace Connections
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 SS/RAM Frame Visibility
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 Foundation
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
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
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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