Is there a way that I could have units the same for each new model?
I know in the configuration I can choose between metric and english but it doesn't go into further details. In the options and "dimension" I could specify the units there but then I'll have to do the...
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Member not visible in Staad pro.
Hi,Can you please tell me why the beam member is not visible when I select going to select > Beams parallel to > Z. But I can see the member 6861 in 3d rendered view and the model view also.The...
View ArticleLocal Web Crippling and Yielding
Section 3.3.3 of RAM Frame's Steel Standard Provision Technical Notes states the following regarding Local Web Yielding and Web Crippling: "To calculate the column capacity at these locations RAM Frame...
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ELASTIC FOOTING OPTION IN STAAD PRO.
Hi,Could you please answer the following questions, 1) Do we use ELASTIC FOOTING option to model the isolated footings supporting the column members using soil sub-grade modulus?2) Do the most people...
View ArticleMain and Secondary Reinforcement in one-way slab
Hi,I am not understanding how we determine the direction of main ( reinf required to resist design bending moment) and secondary reinf based on local x and y axis of plates.Based on the wiki page I...
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Output results are mismatching with the beam end forces results
Dear all,I have one major issue in STAAD regarding the comparison of output results with the beam end forces results.After the analysis in post processing tab, if I see the results of a beam by double...
View ArticleOpenStaad user table member properties in to excel
I am using OpenStaad to query a staad model. The issue I am having is that OpenSTAAD doesn't return section properties from members with cross sections from a user table. is there any way to retrieve...
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Plate Stress Contour_Mx
Hi,can you please explain what are A and B in plate stress contour table for Mx(local)?Please see screenshot belowThank you
View ArticleThree Vertices are collinear error
What do we mean by the error , three vertices are collinear which occurs while assigning tension only spring to previously assigned compression only elastic foundation springs? Does this error refer...
View ArticleInstantiating Openstaad Issuue
Dear Everyone,I have done some coding using Excel OPENSTAAD. I used :Dim objOpenSTAAD as objectSet objOpenSTAAD = GetObject("StaadPro.OpenSTAAD").Usually when i execute the command, STAAD opens up by...
View ArticleRAM Structural systems license names
Dear Bentley team,I hope you are doing well. Please I want to ask about license types. I am asked to check if we need all the licenses below for renewal.In our company, we use:Staad.ProRAM...
View ArticleMasonry wall design in RAM Elements
Is it possible, within the masonry wall module of RAM Elements, to design a wall with different grout types and masonry properties at different levels? For example, I have a seven story masonry bearing...
View ArticleImporting walls from Revit to RAM
When I perform "new from repository" in RAM the software stops at "Post-processing walls" and reads 100%. Usually after a minute or two it finishes and I can close the window. With this model it stays...
View ArticleSetting Import Units in Staad Connect
Hello good Bentley Community,I'm new into the wonders of Staad Pro, I'm having a great time BUT looking at the tutorials in the Learn server I realized that most of them are fr the v8i version, and...
View ArticleRegarding to "" Warning. Varied materials assigned to members with same...
Hello everyone good day ,Regarding to my staad data , I have some warning.Does anyone can help me to solve this kind of problems.(Please visit the site to view this file)I will attach my data, please...
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RAM moment connection
I am doing a moment bolted connection design in RAM connection. The moment resistance capacity remains unchange and it shows failure even though i modify the bolting arrangement . I need to pass this...
View Article***STAAD.Pro WARNING*** MEMBER 1339-DESIGN NOT PERFORMED WITH PRISMATIC...
I've used British section database and it came up with warnings. How do I fix it and what's the cause of it?
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Revit to RAMSS ISM
I'm learning the ins and outs of using the ISM Revit Plugin. Everything has gone smoothly when simply using ISM to create a RAMSS model from a Revit model. However, I'm having an issue when I try to...
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Circular Geometry Plate Meshing
Hello, I am creating a circular flat plate with 3 holes in it with multiple structural members. I created the geometry using the structure wizard, specifically the circular beam option. This plate was...
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