MNY,MNZ VALUE IS NOT CORRECT.
MNY,MNZ VALUE IS NOT CORRECT, SO MEMBER CHECK IS NOT CORRECT.
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Can not found the section in Proteel from STAADpro through ISM.
HiI did export from Staadpro to Prosteel by ISM. Then i create a New From Repository in Prosteel but something wrong happen. That is system said that "Can not found the section" , (you guys can see...
View ArticleRam 15 installation error
Win7 x64 SP1 Ram 15 x64,An error occurred during the installation of assembly 'Microsoft.VC90.ATL,type="win32",version="9.0.30729. 6161",publicKeyToken="1fc8b3b9a1e18e3b",processorA...
View ArticleTreat Envelope as an load case
Hi everyone, I am working on STAAD.Pro load combinations which is normally done as: 1 Dead load (DL)2 Live load 1 (LL1)3 Live load 2 (LL2)4 Wind load +X (WLX+)5 Wind load -X (WLX-) 6 COMB1...
View ArticleOFFSET TED STRUCTURE SHOWS ELASTICITY IS NT PROVIDED
HI ,I am new with staad, so ur small help will also favour to me, I am using staad for analyzing skid, but there is two layers of stiffners connected to main beam(W24x55), for this I made parallel...
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STADD.Pro V8i - Direct Analysis Method AISC 350-05 / 10
Dear Bentley,STADD.Pro V8i uses reduced stiffness for Direct Analysis Method AISC 350-05 / 10. As per AISC 360-10 page 16.1-280 (see attached picture below), the reduced stiffness should be used for...
View ArticleAnybody knows how to Load Seismic using SNiP Code?
Good Day!Does anybody knows how to Load Seismic using SNiP Code?Using STAAD Generated Loads (Load Definition), what parameters shall be considered in loading seismic?Step by step procedure may help...
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 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...
View ArticleUniform Member Force Eccentricity (d3 dimension)
I would like to apply an eccentric load to a beam member, in order to model concrete being placed away from the centre line of the beam. I have done this by defining the dimension d3 within a Uniform...
View ArticleRam Connection Standalone Interaction Ratio
I am using the Ram connection standalone. Im desining a base plate for a column. The design check shows that the Flexural yielding interaction ratio is 0.87 and indicates a solid red dot next to it. In...
View ArticleHi there. I've got somewhere on the order of 8,000 FEA scenarios that I need...
Vbscript: Apply load cases, run analysis, and export a handful of results to excel all with the same script?
View ArticleVbscript, FEA, and Staadpro: Run analysis and get results with the same code?
Hi there. I've got somewhere on the order of 8,000 FEA scenarios that I need to run. From each scenario I need to extract four results and paste these results in an organized excel spreadsheet. So far...
View ArticleConvert a Concrete Wall to an Other Wall in RAM SS
Is it possible to convert a Concrete wall into an Other wall? It took a long time to add the walls into the RAM model as concrete and I would like to be able to copy the walls to a different layout and...
View ArticleGetNodeDisplacements not populating dDisplacementArray (vbscript)
I appear to be getting no values in my dDisplacementArray when using the GetNodeDisplacements function in vbscript. I'm not even getting zeros. I've written it as the following:Dim lLoadCase as...
View ArticleUnstable Structure Detected in RAMFrame with EBFs
Hello,I am working on a building modeled with eccentric braced frames. When I run the RAMFrame analysis I get the following error: "Unstable Structure Detected. Instability Found for Node...Check end...
View ArticleStaad.Foundation.Advanced - Isolated Footing job module not in full...
In designing isolated footing using Eurocode, Direct Method under Design Approach 1, 2 or 3 may be adopted. Under Design Approaches 1, 2 or 3, bearing capacity checks are carried out for each limit...
View ArticleMoving Load
Dears,Is there any way to apply a horizontal moving loads on STAAD pro because I need to consider the effect vertical and horizontal force in crane system ?Regards
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