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Wind Load Generator generated different wind loads in different STAAD version
Hi, I ran a model in different STAAD version and received different results. The two versions are stated below:Standalone Version 23.00.01.25Connect Version 22.12.00.142The Connect Version gave me...
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Extracting moment demands from RAM Concept at specific points
How can I extract moment demands at a specific point in my RAM Concept model? Say 1ft off the column face?
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Ram Concept Bending Moment Plot Units
Attached is strength design Max Mx Plan plot from Ram Concept (latest version).Why are the units in kN and not kN*m?
View ArticleMass model generator
hello,sometimes, i need to generate mass only in one direction. can i use this mass generator to do this? for example, to generate mass in X direction only.thanksIris
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PULL FROM REVIT TO ITWIN THEN ITWIN TO RAM SS
Hello,I am going to explain my process for using itwin analytical synchronizer.I have Pulled from Revit using two cases. first case is just physical model and second is analytical model. I received no...
View ArticleError when trying to access loading at beam stations in Ram Data Access
I am trying to write a program to get reactions along a beam in RDA. At a low number of stations (10-50) I have no problem but at a higher resolution (100-1000) I keep receiving this error: 'The server...
View ArticleRAM SS FILE NOT WORKING FROM SERVER.
I created a repository from Revit 2024 and when I attempt to open the file from our server it does not work. The file does open when I move the file to my local desktop. Our firm works on many projects...
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ERROR Elastic Modulus Not entered
Hi, so I was trying to analyze a two storey house. Ive already assigned all materials but when I run analysis, it says error elastic modulus. So I checked if there are missing elasticity but it says...
View ArticleDifference between load and reaction in statics check result
Hi. I am analysing a pilecap using plates in STAAD and when I am looking at statics check result it is showing major difference in load and reaction. Please let me know how to solve this. attached is...
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RAM_HBBB_design method
Dear,For the horizontal gusset plate connection (HBBB), as per AISC, which method is used for corner gusset?from DG 29.
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Time History Analysis - for reciprocating machine- Foundation Design
Hi Gents, I have never done a foundation design for reciprocating machine, always for centrifugal.how can we prepare the time history for a reciprocating machine? is the same like centrifugal? but in...
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RAM_HBBB connection on both sides of beam
Dear,I am designing this type of connection using HBBB type of connection.Assuming algorithm uses the "Uniform force method", some out-of plane forces (Vb and Hc) coming from gusset acts on the beam...
View ArticleRam Connection file type
We have a connection file that is saved as *.con file extension. Is there a way to open these directly in Ram Connection?
View ArticleRAM Concept 2023 tendon property & CGS
Hi,With the release of 2023 release, "CGS to duct centroid offset" is an option to define where strand is positioned within cross section of concrete. However, it is not clear if this included RAM...
View ArticlePile Foundation Design - Staad Foundation
I am getting the following error while designing Pile in staad foundation. I am unable find the option of where to increase the depth of the pile ....... kindly suggest.Thank youCalculation is...
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Issues with Model Geometry When Exporting from Revit to RAMSS Using iTwin...
Hello,I am learning to use the iTwin Analytical Synchronizer to transfer models from Revit to RAMSS through iTwin. When I export the model from Revit to an ISM and then open it in iTwin, the geometry...
View ArticleI am unable to find library files of openstaad in STAAD.Pro 2023 - Version...
I am unable to find library files of openstaad in STAAD.Pro 2023 - Version 23.00.03.25.
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Base plate as built
HiFor Column base plateIs there any option to select no of bolts to be active for shear?I think RAM considers contribution of all bolts in shear considering different load paths. But practically...
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RAM_Base plate stiffeners
Dear,Is it possible to have different stiffeners layout than this one:
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Unable to view the Plate stress summary in SFA for different load cases
Hi, In SFA, we are unable to view the Plate stress summary for different load cases. when i change the load case the plate stress are remains the same value. RegardsMagesh S
View ArticleRAM Frame vs RAM Steel Beam
I've developed a model where all my main girders are composite and also are acting laterally for drag struts; however, from what I can tell, the gravity results from RAM Frame are acting as though the...
View Articleshowing rebar in concrete output
Hai,I'm KikiWhy in Staad Pro update not showing any more rebar in output result, the last staad is good which showing the rebar so we can use that for our design no need to calculate anymore.Thanks
View ArticleDesign of Channel
I am not able to design front to front channel in STAAD. I went through article online, it said older version support the design, but it is not possible for me to switch to older versions. How do I...
View ArticleAdjust text on analysis report?
Thanks Carlos,Are there any controls for the print type and size on an analysis export? The text for the diagrams is pixelated and harder to read.
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