Average of Shear stress and Moment
I'm now designing the package foundation with staad pro. and small mesh(node spacing :0.3m).When the mesh is small the peak value (moment and shear) is higher than large spacing. (0.6m or 1.0m)In my...
View ArticleWhen I have to analyse a bridge for combined effect of moving vehicle loads,...
When I have to analyse a bridge for combined effect of moving vehicle loads, should I combine all the loads of vehicle generated at different points on a bridge?
View ArticleForm long time no any update for Bentley limcon steel connection
Form long time no any update for Bentley limcon steel connectioni have limcon ver. 3.63.2.6. is there any updated after that ?i need on new updated to can solve fixed base connection with steel...
View Article"Error processing opening slab edge loads for beam". What does this mean?
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View ArticleSTAAD Foundation Advanced Mat Overturning
I extracted reactions from STAAD.Pro and imported them into STAAD Foundation Advanced. STAAD.Pro shows overturning (moments) for the statics check for essentially all load cases and I would think SFA...
View ArticleDifferences between solvers
What is the difference between the optional advanced analysis engine in the latest version of STAAD.Pro V8i and the solver used in STAAD.Pro Advanced CONNECT Edition?
View ArticleRam ISM import from Revit
I am exporting from Revit 2018 to Ram. The model looks good in ISM viewer and in viewer during import. However the Ram Model 3d has a lot of missing members.We are using Revit 2018.2 (18.2.0.51) and...
View Articlefrequency of single story buiding due to pump vibration.
i have modeled on single floor supporting pump foundation. how can i calculate frequency of single floor in staad due to pump vibration.
View ArticleERROR When Analyze multiple STAAD.Pro models in a batch processing
Hi all,With refer to topic https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29436/analyze-multiple-staad-pro-models-in-a-batch-processingI have created a .bat...
View ArticleAuto-generated wind load not working
Hi i am trying to generate the wind load within staad pro. Please see attached model for discussions.i have following questions:1. what is exposure factor within wind definition as this seems to be...
View ArticleNavisworks to Staad
I have been given piping loads within Navisworks and wondering if Staad will allow me to import within Staad Model.Thanks.
View Article[RAM SS] Envelope loads for story shear
Hello, Is there a way to view envelope results for Frame Story Shear in Analysis-Load Combinations?
View ArticleDeflection check problem
Greeting ,please help me with understand what the the program is doing for deflection check ,it doesn't take the whole length for the beam.the situation is i have a beam with length =13.60, deflection...
View ArticleWhich support is specified for isolated, mat, and pile foundation in STAAD Pro?
Which support is specified for isolated, mat, and pile foundation in STAAD Pro?
View ArticleRE: creation of node lock license
hi,can any one help me to create node lock license for staaad, fondation.
View ArticlePlease check following code and tell how to check if it is failing in...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 29-Nov-17END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES11 0 2.58901 0.620001; 12 3.15799 2.86476 0.620001;13 1.57899 2.72689 0.620001; 14...
View ArticleLayering Shells in RAM Elements
Is there a method to layer shells in RAM Elements so that there is an interface between the shells? Ideally, I'd like to "glue" three shells together and analyze the combined performance. The three...
View ArticleNot understanding the design warnings given when designing the concrete beams.
Actual file is too big to upload with question.
View ArticleWhy I can't see Depth&Width of concrete members in PROPERTIES table?
I'm designing a concrete structure, using STAAD.Pro Advanced CONNECT Edition - Version 21.00.01.12. And I met the above problem, both in Windows 7 x64 and Windows 10 x64.Please help me, thanks.
View Articlestress to yield strength ratio
Hello forum,Is it possible to calculate stress to yield strength ratio in STAAD.Toughness selection according to eurocode requires stress range to be selected (0.75fy, 0.50fy, 0.25fy).Does STAAD assist...
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