RE: Ram 15 installation error
According to Microsoft, this error has to do with a corruption in Windows Installer or .NET framework. answers.microsoft.com/.../fb0ca806-ce16-486f-84fc-5c0d82102f5a
View ArticleRE: Can not found the section in Proteel from STAADpro through ISM.
Hi Junying, What operating system do you have on your computer? Also could you type PS_Version on the command line in ProStructures and send me a screen capture of that? The message you see seems to be...
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RE: Can not found the section in Proteel from STAADpro through ISM.
Hi Steve Crabtre!I think that the problem is about this. I use the correct version of SS6.I am very sad because of having no way to solveCurrently I can not fix this bug . Can you help me fix error.I...
View ArticleRE: Can not found the section in Proteel from STAADpro through ISM.
And what operating system do you have on your computer?
View ArticleRE: STADD.Pro V8i - Direct Analysis Method AISC 350-05 / 10
For drift and deflection you need to use PERFORM ANALYSIS or PDELTA ANALYSIS command.
View ArticleRE: STADD.Pro V8i - Direct Analysis Method AISC 350-05 / 10
The purpose of DIRECT ANALYSIS is to compute the member forces for strength design. For computing drifts, deflections you should use a PDELTA 15 ANALYSIS with the un-reduced stiffness and not a DIRECT...
View ArticleRE: Treat Envelope as an load case
Could you please help om this issue,Have tried with reference load, but it gives the sum values of internal forces, not max/min of internal forces Regards, Van Duyet
View ArticleRE: MNY,MNZ VALUE IS NOT CORRECT.
Notice in the Design Strength table right under "VNZ" is a cell that contains "2682.6". That's the value for VNY in the row above. This is obviously a bug. It does the same thing in the latest version....
View ArticleMNY,MNZ VALUE IS NOT CORRECT.
MNY,MNZ VALUE IS NOT CORRECT, SO MEMBER CHECK IS NOT CORRECT.
View ArticleRE: RAM DataAccess - Frame Reactions
You'll find some guidance and samples here: communities.bentley.com/.../what-is-ram-dataaccess-tn I'll ask around to see if there are any particular tips for getting lateral reactions.
View ArticleRAM DataAccess - Frame Reactions
I am looking to create a Microsoft Excel Spreadsheet that pulls reactions out of RAM Frame using DataAccess and Visual Basic for Applications (VBA). Is there a sample VBA project or other guidance...
View ArticleLoad transfer between members [RAM Elements]
I'm coming back to RAM Elements after two years of using STAAD.Pro. I'm working on a model that another engineer built, and I'm confused about how the program transfers load.Does RAM Elements transfer...
View ArticleISM Profile Database
Hi guys.I am trying to create a repository. ISM prompts that some profiles were not converted and ask me to manually select the profile to be used instead.Where can I find this ISM database and how to...
View ArticleRE: STADD.Pro V8i - Direct Analysis Method AISC 350-05 / 10
Thank you Mr. Sye, Please up load a simple input file that shows the steps as you replied above. Thank you.
View ArticleRE: Difference in results of analysis in staad and solidworks.
Sorry, I cant see your input file. Secondly, we don't have any idea about the results delivered by the Solid-works. We will try to address your concern only from Staad's perspective.
View ArticleDifference in results of analysis in staad and solidworks.
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/Staad-Input-6X3M-WB.txt:940:0]I have to model a 6x3M weighbridge structure using plates and U beams. U beam is made using 'create...
View ArticleRE: Moving loads for two crane girders
Hi Jonathan, The increments are the steps of moving load application along the direction of movement. So the total load path is the increment times the number of loads to be generated. Your trolley...
View ArticleMoving loads for two crane girders
Hi, can you help me regarding the subject, attached is the inputs in staadsuch as number of loads generated, length of gantry beam, number of increment and spacingbetween the two crane girders...
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RE: Can not found the section in Proteel from STAADpro through ISM.
Hi Steve.Thank you so much for helping me solve my problem.But when i export from Staad pro into Prosteel through ISM, it still lose some steel bars. In Figure 1, the bars are fully expressed in the...
View ArticleRE: Can not found the section in Proteel from STAADpro through ISM.
Which localization are you using? The English or New Zealand?
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