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RE: Regarding fixed and pin Connection.
You'll find lots of other posts on this subject already in the forum. here are a few recent ones:
View ArticleRegarding fixed and pin Connection.
Hi Everyone,How can i identify if my assumption as fixed support or pin support is correct and in actual it will act as what i assumed? Does any one can give me idea or reference?Tnx
View ArticleRE: Error in LEO file in RAM Connection Standalone 11?
Can you create a bug report (from the file menu). if so, reply back using the Advanced Reply Editor option below right and attach the bug report (or send to me via private message).
View ArticleRE: KZ nad KY value
Please ensure that the parameters KY KZ are specified before the CHECK CODE command. If these are and you are still getting the failure, ask for a TRACK 2 output for the design and look at the actual...
View ArticleKZ nad KY value
Hi i'm using select series 6 in STAAD. I have assigned the design parameter of KZ & KY value 1.0 & TMain value 300 for my roof bracing member. The property assigned for the member is double...
View ArticleRE: unable to activate rss feed connection
Please try the solution mentioned at communities.bentley.com/.../unable-to-activate-rss-feed-connection-message
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unable to activate rss feed connection
i am a first time user and when i started stadd pro i caught up with this error.i even installed the bentleyrss.msi file and that too didn't worked
View ArticleMaster-slave forces
Is there a way to extract the forces passing through my master-slave relationships without interrogating the nodes they link? I have around 200 odd master slaves set up to represent the bolt locations...
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RE: Editing point spring stiffnesses in RAM concept in tabular format
Point springs modelled at the mesh input layer as shown below in the image (highlighted red are the values I'm looking to change). Im carrying out an exercise with our geotechnical team in determining...
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RE: Elastic Mat Foundation Problem
How did you combine the primary load cases? As Load Combination or Repeat Loads? If compression only springs are used, the loads must be combined using the Repeat Load command. More details can be...
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Elastic Mat Foundation Problem
After modelling and loading assignment on steel shelter structure. A Finite Element Plate was assigned for its foundation.Modulus of sub-grade reaction (Ks ) was assumed as Bowles’ equation as,Ks = 40...
View ArticleRE: Steel beam design as per Euro code with TORSION 0 and with TORSION 2
Could you attach the related STAAD.Pro model for the investigation? Thanks.
View ArticleSteel beam design as per Euro code with TORSION 0 and with TORSION 2
Dear Sir,I have attached herewith member design files with two approaches one is with TORSION 0 command and another with TORSION 2 command. Member is simply supported and subjected to same intensity of...
View ArticleLimiting range for live load
I am modeling the span between 4 trusses, trying to get the DF for the trusses based on a truck moving load.The model I have has three beams framing into 4 trusses as a continuous simply supported beam...
View ArticleRE: Editing point spring stiffnesses in RAM concept in tabular format
I checked with the development manager and he confirmed that there is no way presently to edit point spring data through tables or import. They can only be edited through the graphical interface (mesh...
View ArticleRE: Editing point spring stiffnesses in RAM concept in tabular format
Thanks for the response Seth
View ArticleRE: RAM Frame vs Concrete for Vertical Forces in Bearing Walls
The Analysis Types technote describes some of the key differences. If that doesn't clarify what's happening in your case, feel free to send it over using the Secure File upload instructions below left.
View ArticleRE: Design of Weld Connection for Angle using RAM Connection
These two technotes explain quite a bit about the limitations of connection design using Ram Connection. RAM Connection Capabilities and Modeling FAQTroubleshooting Errors when Assigning...
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