RE: response spectrum analysis
Are you trying to interpret any particular response from Response Spectrum analysis?
View ArticleSUPPORT CONDITIONS
What are the significance of support conditions...when which should be suited?
View ArticleRE: 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?
View ArticleRE: 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...
View Articleresponse spectrum analysis
how to interpret the results obtained from response spectrum analysis as per Indian Standards code. thanks in advance
View ArticleRE: 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...
View ArticleRE: 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.
View ArticleRE: 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...
View ArticleRE: 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.
View ArticleMembers 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...
View ArticleRE: RAMStructural to RAMConnection
Eric, unfortunately I am not seeing the uploaded file. Can you please try uploading it again?
View ArticleRAMStructural 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...
View ArticleRE: Bridge Deflection Manual Calculation
Please go through the following post, hope this helps you.
View ArticleRE: 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
View ArticleRE: 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 ,...
View ArticleRE: 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.
View ArticleRE: 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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