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RE: No Warnings on Beam Failure?

Better send us a sample. I have not seen that when using Design All.

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RE: STAAD buckling analysis

The material which you sent to us is very useful for theoretical study. If you send a screenshot how to do that buckling in staad will be very useful for our project. Can you send any (.std) file...

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RE: No Warnings on Beam Failure?

Model uploaded through the secure upload page. It's beam #19 on the 2nd floor. It's a lateral member, so I don't know if that factored into it not displaying the warning, but D+Lp governs in both the...

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No Warnings on Beam Failure?

Is anybody else having any issues with the RSS v15.01 not flagging beams that fail in the beam module until you actually click on them with the View/Update command? I've had several failing bending and...

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RE: RAM Concept steel beams

Hi Adrian, Please see this Forum post:communities.bentley.com/.../256941.aspx

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RAM Concept steel beams

Dear RAM team,Is there a way to include steel beams in/under our slab in RAM Concept software and make them work in composite action?For instance, I've tried to obtain an equivalent RC section but is...

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RE: No Warnings on Beam Failure?

I see now, I missed that these were the lateral beams in your first post. This is the intended behavior. We allow you to drill in and check the lateral beams with the Ram Steel Beam design process, but...

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RAM Concept Balance Loading

I know that you can define a balance load percentage the first time you define a span using the strip wizard. Is there a way to define another balance load percentage after it has been run the first time?

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RAM Connection CE - No connections could be assigned

When attempting to assign connections in RC (version 11.0.0.177), I get a message like this anytime I try to assign a connection:[Error] No connections could be assigned to joint "Node(214) -...

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RE: STAAD buckling analysis

You can find two example STAAD models in the folder X:\SProV8i SS6\STAAD\Examp\Buckling where X is the local drive where you have installed STAAD.Pro.

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RE: OpenSTAAD and matlab

I have tested these functions in an excel VBA with STAAD.Pro SS6 (build 20.07.11.50) version. It works properly. I have used the following code--Set OpenSTAADObject = GetObject(,...

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OpenSTAAD and matlab

Is it possible to access openstaad functions via matlab?After opening the STAAD manually, I am running matlab script file with following commands to instantiate the openstaad object but I am not able...

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RE: Interoperability problems within Builtworks ( solidworks addin) and...

It is most likely that Solidworks use a different Section property catalog than STAAD.Pro. Any section which is not available in the standard section database of STAAD.Pro will not be identified by the...

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Interoperability problems within Builtworks ( solidworks addin) and Staad.Pro...

Hello there!, I use Solidworks 2013 ( and also Builtworks ) to design my structures, I´m having issues trying to export from solidworks to staad.pro my models, cause it seems that the staad.pro doesnt...

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RE: error in application object from open staad

You need to use the following function to extract the member length of any member-- Geometry.GetBeamLength <BeamNo> If you use the same function, then provide me your code and mention the exact...

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error in application object from open staad

While extracting intermediate section forces for frame element by using open staad application object is used. It demands the length of member. But the code givem for deriving length of member from...

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RE: More OpenSTAAD questions

If there is any change in your model which has not been saved before running your code, a pop-up save window will appear. You can use the following function (objOpenSTAAD.SaveModel) to save your model...

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More OpenSTAAD questions

If anybody could explain the following to me I:d be very grateful.- What is STAADLibBentley? Seems similar to OpenSTAADUI, but more advanced. Is it the next version of OpenSTAAD?- Using OpenSTAADUI, is...

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RE: Deflection Check Result in Tabulated format

You can try the following to check the deflection results in tabular format. But you need to use STAAD.Pro SS6 version (like latest build 20.07.11.50).1. Create unfactored load combination cases.2....

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Deflection Check Result in Tabulated format

Hello everybody,Is there any option in STAAD-Pro V8i Select Series 5 to get the deflection check results (i.e., only for the most critical load combination for a perticular beam) of individual beams in...

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