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RE: Spring Damping in Soil

Hi Charlie : As of now in STAAD.Pro there is no option to define rotational spring damping. However this is in our list of items to be developed in the future. The id# is 384565.

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RE: Time history Analysis for a forcing moment.

The moment in this case is the dynamic force that is acting on the mass and need not be considered in the mass modeling. For mass modeling you should only consider items like dead load and other...

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RE: L/R exceed.

The central columns are failing because you have an unsupported length of 13m. You need to increase the ry ( radius of gyration wrt. minor axis) for these members as slenderness about the minor axis is...

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L/R exceed.

I havel designed the steel building, but my center columns are not getting designed, it says L/R exceeds, but i have increased the size of the columns and used many iterations, still i am not getting...

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RE: Spring Damping in Soil

thanks, correct staad must provide rotational spring damping. it would make the software even more powerful.

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Spring Damping in Soil

Hello,How can we account for the Damping in the rocking, pitching and torsion for the supporting soil. Spring damping only takes into account KFX,KFY and KFZ. Please advise.

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RE: Time history Analysis for a forcing moment.

thanks

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Time history Analysis for a forcing moment.

gentlemen,I have a query, I have a column subject to a dynamic forcing moment. My question is in the mass modelling, i will include the self weight of the column and use the the 3 directions in order...

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RE: Time history Analysis for a forcing moment.

Once a question is answered, if you could please click Verify Answer then it would validate the fact that the solution worked. Other users, looking for a solution to a similar issue in future, would...

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RE: Revit to RAM Elements ISM Question

The symptom would indicate that the objects in the ISM model are all of a type that is automatically filtered out by Ram Elements. Ram Elements can import walls from ISM (ISM Surface members), but not...

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RE: Orientation of Local Axis of Surface Entity in STAAD.Pro V8i

Thank God ! After a period of more than 2 years you have accepted the bug. Hoping for an early solution.

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Orientation of Local Axis of Surface Entity in STAAD.Pro V8i

My query is regarding "surface" entity of STAAD.Pro V8i .The orientation shown through "Labels" tab of Structure Diagrams of "surface" entity is not matching with the orientation of Mx & My...

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RE: How to resolve "Floating Node" error?

It seems like a phantom as a result of meshing the floor diaphragm. Some meshing tips here: communities.bentley.com/.../ram-frame-meshing-and-segmentation.aspxI would use the Ram Modeler - Integrity -...

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How to resolve "Floating Node" error?

I have modeled the cast-in-place, below grade portion of a much taller steel framed structure in RAM Modeler.  I am following the RAM Concrete Analysis Tutorial and in the 3rd paragraph down, it states...

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Creation of model involving hollow section

Hello,I am creating a model, As far as I know staad uses center-line for defining any beam geometrically.If an angle is connected to hollow beam then what is the right way to create that model? should...

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RAM Elements: Concrete (Mechanical) Cover

In adding a new concrete section in RAM Elements, how is concrete (mechanical) cover being measured? The Help figure shows this dimension from face of column to center of tension bar. I think it would...

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RE: Creation of model involving hollow section

You can use MEMBER OFFSET command for the angle sections whose starting or ending points are at the edge of the hollow member. This command enables you to account for the secondary forces, which are...

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Patch Load on Plate Element

Hi, I am trying to use plate elements to design a suspended concrete floor to support two 6000ltr tanks. I have modelled patch load to represent the tank load. I am trying to find out maximum moment in...

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I cannot generate a floor load for groups which i created.How can remove the...

[View:/cfs-file/__key/communityserver-discussions-components-files/5932/build.std:940:0]staad warning

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How can i remove multiple structures? When i remove it by intersecting...

[View:/cfs-file/__key/communityserver-discussions-components-files/5932/miniprjc-full-model-1-.std:940:0]

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