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3D plate model
Dear all,i am trying to model 3D plate model with the application of compression springs both at base and side walls and have some doubts regarding that:1) Initially i was trying to apply "load...
View ArticleSAF
Hi,I have the following questions on Staad Advanced Foundation:1.For bearing capacity checks does the software use the Linear Soil pressure method or the Reduced Effective Area method.2.Is there an...
View ArticleSFA rigid foundations and supported nodes from STAAD.Pro
I have a question regarding pile supported mat foundations. In the Help file there is a this tip:Tip: For rigid foundations (i.e., isolated, combined, pilecap, etc.) the supported nodes in the...
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Nonlinear Oddity
I modeled two identical beams with the same distributed load. Each beam has a short vertical member connected at each end. The only difference is one beam is a single element. The other one is divided...
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STAAD Foundation Advanced Envelope Generation Error
I am using SFA Connect Edition version 8.4.0.21 and am getting the an error when I am trying to generate the moment envelope for a mat foundation. The error states that no load case associated to the...
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Staad 3D plate model
Dear all,i am trying to model 3D plate model with the application of compression springs both at base and side walls and have some doubts regarding that:1) Initially i was trying to apply "load...
View ArticleSolución para Bases de Columnas:
Solución para Bases de Columnas:Mi pregunta es como modelar una Articulación mediante bulón y charnela,,, y si con ram connection existe el modo de diseñar este tipo de solución para bases...
View ArticleHL-93 loading in stadd Connect
In STADD we see AASHTO LL option to be only for HS designations(HS 20, HS15 ). How to define for HL-39 loading , or how to input file for HL-93.
View ArticleVery high Moment values at walls
Hi,I am analyzing a two way RC Podium slab, 16" thick with walls and columns as support. The walls (all the walls) have extremely high in plane moment values under All Dead Loading and under Live...
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Perpetual Product License Expired - Multiple Errors
Hello, can you please help me with my software, it has encountered multiple errors, and now the license have expired, but I purchased a perpetual license.I have attached the pictures of the errors, and...
View ArticleCan we export wire frame view to Autocad from staad?
Hello Forum,Can someone help me out in exporting staad wireframe view (tapered section profile) to autocad ?Rgds,Arjun
View Articleinactive member in response spectrum analysis
hi,i am working with eurocode design for one of our structure,i want to do response spectrum analysis for seismic and we have to follow only tension members design for diagonals,when i do the seismic...
View ArticleSection Database in STAAD Connect Physical Model
Is it possible to customize an existing section database to include only certain sections & rename it as a database for only a particular project?For example, a project that utilizes British...
View ArticleIs pressure load is considered in STAAD.Pro for seismic load analysis????
Can anyone explain is pressure load is considered in STAAD.Pro for seismic load analysis???? Because some of my colleagues said that pressure load is not considered in STAAD.Pro for seismic load...
View ArticleRam Elements Footing Check for Uplift?
HelloHow does RAM Elements check a footing for uplift? I have a foundation that for load combination S8 has 14.27 kips of uplift. According to the program, it is giving a "safety factor for bearing...
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Foundation Design window unusable
I am unable to see the buttons for exporting to STAAD Foundation in the Foundation design window, and the window is not re-sizable. This is version 21.00.02.30.
View ArticlePile cap analysis within Staad
Hi Please can someone advise how to analyse a pile cap within StaadPro (I appreciate that Staad Foundation has already got this facility).For a think pile cap strut -tie model is used. is there a way...
View ArticleSFA Sliding Forces and Sliding Check
I am confused where the sliding forces are coming from in SFA Mat. I am using Connect Edition 8.4.0.21. The Safety factors look close to the Fx & Fz Sliding forces are all wrong.Enclosed is...
View ArticleLoad Combinations
Good dayI did a response spectrum analysis on a 15 level building.And I mark it in X and Z.Should I make individual ones for X and Z so later i can combine lets say, 100% X + 30% Z.And, I made a Load...
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RAM Concrete vs Frame Forces for Columns not matching
I'm analyzing a one way concrete slab and beam structure with moment frames in both directions, and I'm getting significantly larger design moments in RAM Concrete Column than I am calculating from the...
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