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RE: response spectrum analysis

Are you trying to interpret any particular response from Response Spectrum analysis?

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RE: SUPPORT CONDITIONS

Please go through the following posts, hope these helps you

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SUPPORT CONDITIONS

What are the significance of support conditions...when which should be suited?

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RE: response spectrum analysis

(Please visit the site to view this file)i wanted to know which things should be analyzed exactly and by referring with what?

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RE: response spectrum analysis

The responses obtained from the Response Spectrum analysis are absolute unsigned quantities. One can not determine the nature of the forces as they are absolute in nature. It is not suggested to use...

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response spectrum analysis

how  to interpret the results obtained from response spectrum analysis as per Indian Standards code. thanks in advance

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RE: RAMStructural to RAMConnection

In RAM Connection, open the Customize Connection Design dialog and make sure that all load combinations and no load cases are selected for design (bottom white box in dialog). Instructions for opening...

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RE: RAMStructural to RAMConnection

When I unselect all load cases and select all load combinations no design happens. It does not have any loads in the design results.

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RE: RAMStructural to RAMConnection

Click on the Add/Edit button in the Load Conditions toolbar in the Home menu. For each combination, a Type is selected. This is the last column in the combination worksheet. Make sure that the Type is...

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RE: RAMStructural to RAMConnection

The model should be posted. Labeled 15272_Bentley. The project is called Hill Farms. Let me know if it does not show up.

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Members Attached to Nodes

Hi,I'm trying to use OpenSTAAD to find the beams connected to an array of nodes.My aim is to then use this to collect member end forces based on a list of nodes.I’ve...

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RE: RAMStructural to RAMConnection

Eric, unfortunately I am not seeing the uploaded file. Can you please try uploading it again?

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RE: RAMStructural to RAMConnection

Model posted. 15272_Bentley

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RAMStructural to RAMConnection

I am having an issue with load cases when transferring from RAMStructural Systems to RAMConnections.  In designing the connections the correct loads are being transferred from SS but they are not being...

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RE: Bridge Deflection Manual Calculation

Please go through the following post, hope this helps you.

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RE: Bridge Deflection Manual Calculation

Hi, You can go through the following post for deflection calculations--communities.bentley.com/.../11808.deflection-check-of-laterally-unsupported-ismb-section

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RE: Bridge Deflection Manual Calculation

Staad.pro solves the Stiffness matrix to determine the displacement of every nodes present in the structure. From the 6 types of nodal displacements, the corresponding forces like moments, shear ,...

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RE: Bridge Deflection Manual Calculation

Thanks guys. It would be much appreciated if you could tell me step by step what I have to do to calculate the deflection manually to get the same answer as in staad.

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RE: openstaad .. syntax problem

Hi,In your code, you have defined a variable "NodeDistance" to store the distance value. But this variable is not used. You need to modify the following command line--NodeDistance =...

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RE: openstaad .. syntax problem

thanks :)

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