LIMCON V3.63.1.16. Library not common for all Design Codes?
The library for the steel sections includes only American section. Kindly help me include other sections like British and European section. Also please note that when I get British or European sections...
View ArticleRE: STAAD.FOUNDATION. TUTORIALS PROBLEMS..
Please try running it from communities.bentley.com/.../28426.staad-foundation-advanced-videos
View ArticleRE: STAAD.FOUNDATION. TUTORIALS PROBLEMS..
Yes I can and I can run any of those embedded videos. I am not sure why it is not working for you. May be something for your IT guys. Here are the same set of videos uploaded on youtube....
View ArticleSTAAD.FOUNDATION. TUTORIALS PROBLEMS..
HELLO ALL, I can't see the turorials videos .. plx help me with this..
View ArticleRE: PROBLEM WITH CONFIGURE REPORTS
When you select the Load Combinations through the Report Setup, the filter is applied on the results. This does not have any bearing on the load combinations reported through the report item...
View ArticleRE: How to perform a steady state analysis of structure?
The steady state analysis needs to be defined using the input command file ( STAAD editor ). Please refer to section 5.37.6 of the technical reference on how to set up the steady state analysis....
View ArticlePROBLEM WITH CONFIGURE REPORTS
My question is how i can configure the reports, i only need a group of loads combination apper , not all the combinations. and i try with "setup report" , and still show me all the combination
View ArticleRE: ROD BRACING DESIGN IN STAAD
Thanks for your Reply Sir, But I had tried this method & I had Put ver high Slenderness Limit in the MAIN Parameter in STAAD but after the analysis it is still failing in Slenderness , Can you...
View ArticleRE: Horizontal Deflection check for Frame with Combination of RCC + Steel Column
The analysis results will provide all the displacement components at each node for every load case. So you can get the displacements of the junction point of the concrete column and steel column, as...
View ArticleHorizontal Deflection check for Frame with Combination of RCC + Steel Column
If there is a Frame with a combination of RCC Column upto Certain Height and rest Steel Column. If we are just designing the Steel Column only & RCC Column we just model but we are not checking it....
View ArticleRE: RAM sbeam and RAM SS
The problem is similar to what is discussed here: communities.bentley.com/.../155934 That might help you, but updating to version 5 is the best bet.
View ArticleRAM sbeam and RAM SS
My office recently updated the RAM SS to V15.01. After we installed the new RAM SS on the computer, RAM sbeam cannot be run. What is the reason? Our ram sbeam is still old V3.0. Can this problem be...
View ArticleRE: Storey Drift Calculation in Response Spectrum Analysis for STAAD Pro
I have tried to use the "Check Soft Storey" Command for the attached Model as my intention was to Calculate the 'Storey Drift' later.But the Programme is giving Errors.Could you explain Why ?The Model...
View ArticleRE: Limcon
What design code are you using? What Connection type? (or better yet, reply with your Limcon file).
View ArticleRE: Improvement for RAM
If you are having a problem to assign a connection to a joint, and you are not sure why, this wiki post will help: communities.bentley.com/.../troubleshooting-errors-when-assigning-connections.aspx If...
View ArticleImprovement for RAM
Respected bentleyI am working on a steel design and in my job i have to used all the time RAM Connection. I can't found how RAM Connection calculates the solicitacions for a some connections. why the...
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