STAAD Foundation Meshing Region
I created several meshing regions in my foundation model but I can't select them.
View ArticleWarning-Change Command in Staad Pro.
Hi,Can you please tell me what this warning,'Change command inserted, due to load case after analysis'.Thank you
View ArticleWARNING: DESIGN OF SECTION FOR MEMBER # 313 IS NOT SUPPORTED.
Dears I am getting the error " WARNING: DESIGN OF SECTION FOR MEMBER # 313 IS NOT SUPPORTED." while analyzing the frame in lifting condition. All the cantilever supports are failing in the analysis....
View ArticleAnalysis error_
HiPlease see attached model where I have specified few elements without material to avoid any strength and weight contribution from them. Staad for some reason does not analyse and errs that ELASTIC...
View ArticleRAM Frame - Node Displacement for a Load Case
Hi- When you ask RAM Frame to output 'displacments at a node' for all load cases, please confirm the displacements are for the full load of each load case. Therefore, the wind load displacement at...
View ArticlePilaster Columns in a Plate Element Retaining Wall
What is the proper way to model pilaster columns that are part of a foundation retaining wall? Right now, I have the 2D beam elements connected in-line with the plate element wall. I made the plate...
View ArticleBIM Workflows: Aecosim STAAD Partition Loads
We are looking at the possibility of changing the wall build-ups on a job, and I am somewhat surprised how much manual data re-entry is required.Q: If there are walls modeled in Aecosim (which have the...
View ArticleBIM Workflows: Slab Deflections over Partition Lines
We have been asked to review the wall build-ups on a job, and the contractor would like to minimise the thickness of the deflection head / firestopping on top of the partition walls.Not a request I...
View Articleopen staad array declaration error
Sub Platestr()Dim objOpenSTAAD As ObjectDim intEntityType As IntegerDim lItemNumber As LongDim lItemListArray() As Array'Get the application objectSet objOpenSTAAD = GetObject( ,...
View ArticleLoad combination as per IS456 & IS1893
Dear sir,After defining load combination; I have to developed Envelop.for that which combination I use for Serviceability& which for Strength.please confirm me load combination for both.
View ArticleCut by a plane- RC Bridge Deck
Hi, I am having an issue using the cut by a plane function in post-processing. I have followed the manual on cutting plane that I desire (8.25 in x). However, the nodal positions outputted seem to be...
View ArticleOpenSTAAD
Hi,I am looking for the OpenSTAAD function to extract Steel take off data in excel; group wise or section property wise.
View ArticleInternational Design Codes Manual for STAAD.Pro Connect Edition
Hello,Where can I find the International Design Codes Manual for STAAD.Pro Connect Edition? I have looked all around the Bentley site and can't find it.Bentley launched one 5 years ago, for the v8i...
View ArticleSTAAD FOUNDATION ADVANCED UNIT (METRIC VS SI)
HI, Each time I am changinf the global settings to SI , yet it converts back to English Units ?Please advice.
View ArticleCopying post processed results table.
I get a message "results too big to copy", when I tried to copy the plate stress results table. Does anyone encountered this problem, and know the solution pl. help.
View ArticleBIM Workflows: STAAD Aecosim
Interesting write-up on converting between BIM modeling and structural analysis apps.Amazing to hear that section properties from Revit transfer better compared to Aecosim; rotated beams can't be...
View ArticleStudent Server error
I am being denied access to the student server software page. I keep getting an error message, which state that its unable to process my request due to tech issues.
View ArticlePost-tensioned Beam Modeling
Hello,I don't know how to model a post-tensioned beam. Can you please tell me where is it found in the manual ? Why does Concept consider the tendons " out of slab " when they are inside the beam...
View ArticleUsing STAAD.Pro V8i SELECTseries6 - for Steel Structural analysis , not...
Using STAAD.Pro V8i SELECTseries6 - for Steel Structural analysis , not getting the Steel Take off - it was not happened before.
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