RAM Concept - Diaphragm
Is there a way to design slabs for in-plane diaphragm loads in RAM Concept?
View ArticleRAM SS - Backstay Effect
Are there any tips on getting realistic shear wall loads with backstay effect in RAM SS? I've read of setting the transfer diaphragm to Semi-Rigid but I'm dealing with wind tunnel loads so I don't...
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STAAD Pro V8i SS6 - STAAD Editor Error
Hi Team,I'm using STAAD Pro V8i SS6 build 20.07.11.70 and I have a problem with STAAD. Pro as picture below:When I click on the STAAD EDITOR button, I get an error message that can not be runKindly let...
View ArticleSTAAD.Pro Connect - new user question
I haven't used STAAD in quite a few years and I'm using for a particular project by client request. Just started with the Connect edition. I started by creating an analytical model. Maybe that was a...
View ArticleHow to assign material property to members in staad using VBA?
I have a new material property.i.e. BAR.I have tried "objOpenSTAAD.Property.SetMaterialID 4". As 0, 1,2,3 are reserved for default materials in staad.
View ArticleSeismic Definition in STAAD for SNIP (Russian) standard
Is it possible to do Seismic Definition in STAADpro for SNIP (Russian) standard
View ArticleIssue with Wind Load Generator and Floor Load
I have witnessed this before and now I am starting to question it. The GUI interface shows how my "Wind Load Generator" applies loads and there always seems to be an issue with the "Display Wind...
View ArticleSeismic analysis
Hi ,In the seismic definition I do not find ISO19901-2 code. Am I missing something while I am checking in STAAD ?Sanjay
View ArticleLX, LY, and LZ explain in portal frame design?
hi guys, i need information about applying LX,LY,and LZ in steel design in portal frame for column ,beam and bracing, plz help me?
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Unbraced Length in Ram Elements
Hello,Please see the girder on the image below. Does Ram Elements consider the beams framing into it as brace points when calculating the unbraced length and moment capacity of the girder? I'm using...
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STAAD PRO CONNECT
What does this error mean? I keep getting it when I run my model?Thanks, Diana Avila
View ArticleModulus of elasticity for eurocodes
Hello,Eurocodes 3 specifies modulus of elasticity of steel as 210 GPa, Then why STAAD uses it as 205 GPa. (as per the technical reference manual of STAAD Pro)Vishal
View ArticleSTAAD Pro Connect RAM Pro Connect?
Nice write-up about what the new SP Physical Modeler brings to the table.I found the discussion about the inefficiencies arising from the disconnect between the CAD design / physical model and the...
View ArticleOpenstaad
Hi friends,Dim test_ar(6) As Double objOpenSTAAD.Property.GetSectionPropertyValuesEx(BeamNumberArray(R), test_ar)GetSectionPropertyValuesEx is not assigning the values on test_ar please let me know if...
View ArticleFYLD (DESIGN)
HI SIR, I AM DESIGNING A STRUCTURE .wHEN I CHANGE YIELD STRENGTH FROM 243 MPA TO 355 MPA THERE IS NO EFFECT ON MY RESULTS. MY UTILIZATION RATIO SHOULD BE CHANGE BUT IT REMAINS SAME..pLEASE...
View ArticleFYLD (DESIGN)
HI SIR, I AM DESIGNING A STRUCTURE .wHEN I CHANGE YIELD STRENGTH FROM 243 MPA TO 355 MPA THERE IS NO EFFECT ON MY RESULTS. MY UTILIZATION RATIO SHOULD BE CHANGE BUT IT REMAINS SAME..pLEASE...
View ArticleRegarding purchase of STAAD.
Dear Sir/ma'am,I want to know that how to purchase Staad connect edition.RegardsShahkar Alam
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Bug in STAAD Input Generator.
Beam uniformly distributed moment direction is not changing its display properly in Repeated load case with change in sign.
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Predefined Gusset Connection, BG Connection, Base Plate
Hi,I have few queries here:-1. I was unable to check own-defined gusset connection (customized dimension) for horizontal / vertical bracing using BS / EN code, is it not available in STAAD.Pro Advanced...
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