RAM reinforcement Red bars
Dear RAM crew,I have got a question about RAM Concept. Once my model is done and run I go to “Design Status”, “Bottom Reinforcement” or “Top reinforcement” and I find bars in red. If I activate...
View ArticleRE: Problems Downloading RAM Structural System
I tried using the batch file... it extracts for a while, then disappears again
View ArticleRE: Problems Downloading RAM Structural System
As a troubleshooting step, please move the installer to the desktop. Then open a Command Prompt and execute the following command to manually extract the installation files to an RSS folder on your...
View ArticleRE: Problems Downloading RAM Structural System
Something is stopping the extraction process from completing, hence the problem with all of the RAM Structural System installers. I recommend installing 7-zip, a free compression utility that can...
View ArticleRE: RAM Concept Compression only wall effect
I just uploaded the model via the secure file upload. And apologies to whoever looks at the hydrology forum, for some reason I was on there when I posted this first.
View ArticleRAM Concept Compression only wall effect
Hi there,I'm hoping this will upload correctly, if so please find related model attached, with which I have a couple of questions.1. My first question is in regards to large reinforcement it places...
View ArticlePeriod and Mass participation of the building in RAM SS
Hi,I've currently modelled a 22 story building and period of the structure doesn't look right (I'm getting over 3 s for the first natural period, while I would expect around 1.5 s).Also, I can't find...
View ArticleRE: Design Run Error
I can reproduce your issue in Ram Elements v13.04, [Error] Access violation at address 0068ED51 in module 'RAMElements.exe' when using P-Delta analysis, but it seems to work fine without P-Delta.
View ArticleRE: Design Run Error
(Please visit the site to view this file)What we did was to "scrub" the model by exporting it out as an OpenRE format (xml file) and then imported that into a new file. A few things could have changed...
View ArticleDesign Run Error
See attached bug report file.[View:/cfs-file/__key/communityserver-discussions-components-files/5932/4034.BugReport.zip:940:0]
View ArticleRE: RAM Concept Compression only wall effect
I ran your file with the CONNECT edition (v6.0).1. I’m not seeing anything that I would call excessive reinforcement around the innder triangular core, not parallel to the walls, nor...
View ArticleRE: Mstower drag force coefficient for square plan towers with circular members
The developer in charge of MStower ran a test and confirmed that the Cd value for wind on the corner is not exact. It incorrectly assumes that ratio between corner and face values of Cd are the same...
View ArticleRE: Application of Thermal load to surface entity
Then, how is the stree(compression and tension) value of the wall from thermal load attained? Related to resultant values, Sx, Sy of plate stress are concerned,I thought but in the table of "Results...
View ArticleApplication of Thermal load to surface entity
Though surface entity has strong solution to shear wall, there's no way to apply thermal load to it. I'm designing the substation with concrete box of exterior peri wall(80m long to one direction) . It...
View ArticleRE: Expansion Joints in Rigid diaphragms RAM Structural System
If you want three separate diaphragms, then you need three separate slab edges (with at least 1" gap). If you are using one way decks then this usually requires modeling 2 parallel beam lines each with...
View ArticleExpansion Joints in Rigid diaphragms RAM Structural System
Hello everyone, I am modeling a 3 storey concrete building with moment frames in both directions and rigid diaphragms. There are 3 expansion joints on each floor. How do I model the diaphragms such...
View ArticleRE: Period and Mass participation of the building in RAM SS
Uploaded again with revision name VB5
View ArticleRE: Problems Downloading RAM Structural System
I'm able to run the rss.hta and got to this screen, but nothing is clickable...
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