Adjust 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.
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 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
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Floor load won't assign to multiple floor group
When i group a single floor slabs staad pro correctly assigns the floor load but when more than one floor is grouped , staad wont assign.
View ArticleWhy does symmetric loading framing, some column fails.
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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 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 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...
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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
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RAM_Base plate stiffeners
Dear,Is it possible to have different stiffeners layout than this one:
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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...
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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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 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...
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 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?
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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...
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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_design method
Dear,For the horizontal gusset plate connection (HBBB), as per AISC, which method is used for corner gusset?from DG 29.
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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