RE: RAM Connection and RAM Elements
So, is there any warning each time you're accessing it over your license count? Or is this like driving through states with photo speed traps where you're oblivious to any problems until you get home...
View ArticleRE: Pile-Soil interaction for offshore structures
Sye,I noticed this in the You Tube video, which is ideal for designing the pile, assuming pile driving loads can be included?However, if we have a structure supported on four piles, the relative...
View ArticlePile-Soil interaction for offshore structures
Hello, With Staad.Pro and another module(s), Is possible the analysis of Piles with the Soil interaction (using the soil data P-Y, T-Z and Q-Z curves), for example for an offshore fixed jacket? Thanks...
View ArticleRE: RAM Connection and RAM Elements
Jason, you'll find several posts in the SELECT server forum about capping license usage to prevent accidental overuse. The short answer is there is nothing within the license management tool now to...
View ArticleRE: RAM DataAccess - Gravity Loads and Coordinates
After initializing DataAccess (shown as RAMDataAcc1 below) and loading the model, you first need to initialize the old interface. This is accomplished by setting the interface with the appropriate...
View ArticleRAM DataAccess - Gravity Loads and Coordinates
I'm working through a building that is fairly atypical in terms of RAM SS capabilities. Due to the nature of the project, I've had to use DA to run through some custom load cases for a previous phase,...
View Articleproblem reinstalling STAAD
Hello Dears;I hope u are doing well,I want to ask u something about bently staad pro if it is possible. I have installed the program on my pc and every thing was fine, but due to the lack of the hard...
View ArticleRE: light gauge steel bearing walls
Hi Augusto, I followed your instructions and modeled my building. For the “Braced Frame” model, I run ‘Date Check’ in Ram modeler all looked fine but for a reason I couldn’t figure out when I open the...
View Articlelight gauge steel bearing walls
I have a project that has four story composite residential floors on top of two story garage levels. The roof of the garage level is a concrete podium slab that carries the residential levels. Support...
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View ArticleRE: Von Mises stress
A similar question has been discussed atcommunities.bentley.com/.../275911.aspx
View ArticleRE: Update Change Log
Hi,You can find the RAM Elements release note here on Communities.communities.bentley.com/.../4022.ram-elements-release-notes.aspx
View ArticleUpdate Change Log
Just updated RAM Elements to the newest version and I'm looking for a change log to see what was modified or fixed. Anyone know where I can find this?
View ArticleRE: RAM DataAccess - Gravity Loads and Coordinates
Thanks for the response! I had been using a similar syntax to what you list above. First I am defining a lBeamID, with my understanding being a return of lNumLineLoads andlNumPointLoads for each...
View ArticleRE: RAM Concept - Column Strip Width
Regretfully, there is not a way to conveniently tabulate the strip widths for all design strips in a single table or report. The width can be retrieved from the Cross Section Audit Report for...
View ArticleRAM Concept - Column Strip Width
Hello, I'm looking to verify design of a slab against hand calc and want to identify the width of the column strips being used when I set to 'Code Slab'. Is this information listed anywhere for each of...
View ArticleRE: OpenRE Editing
You can only import and export the OpenRe format from the file menu (e menu) as far as i know, but you could edit or alter the xml file with your own tools I presume. Tell us more about what you are...
View ArticleOpenRE Editing
Repost from an earlier time: Although OpenRE seems to be a helpful tool, I was curious if there was a way to programically access it (or Elements itself) from an external source (say VBA). If so, this...
View ArticleBlast Load application on open frame steel structure
i need to apply the blast load on open frame steel structure.Blast load is given as 120mbar drag overpressure for a duration of 100ms.Kindly advice how to apply this intensity blast pressure for open...
View ArticleRE: Time History Plots
The .FRC file is created only if there are line members present in the model. Which means, in models plates only, or solids only, or just plates and solids, this file is not created.
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