RE: OpenSTAAD Functions
Currently there is no OpenSTAAD function available to modify or delete the design parameters. We have informed our development team about your requirement. Meanwhile, you can use the following function...
View ArticleRE: staad rcdc installation
If you are under Select agreement, then you can download software from Bentley Select site (appsnet.bentley.com/myselectcd). You need to login to the select site using the registered email ID. If you...
View ArticleRE: Truss Design failing members
I have reviewed your model. Few things I want to mention-- 1. You have specified all the roof members as truss member for which there are several zero stiffness warning messages in the output. You need...
View ArticleRE: OpenSTAAD Functions
Suro, Thanks for the reply. Please ask them for the other two functions as well. Eric
View ArticleOpenSTAAD Functions
I wanted to assist a co-worker by writing some OpenSTAAD VBA (to be used inside of STTAD). I wanted to add the ability to bump the load combinations by a User specified number to allow the User to add...
View ArticleRE: Method of concrete designing in STAAD Pro as per IS 456:2000
As per code IS:456-2000, STAAD.Pro follows Limit State method of design.
View ArticleMethod of concrete designing in STAAD Pro as per IS 456:2000
Dear members. Greetings to all.I am having a question that, when the STAAD starts designing the concrete sections which method it will follow. Like "Limit state method of design" or "Working stress...
View ArticleRE: joint weight load
Hi I am doing the analysis in STAAD and I am getting the following error message while running the analysis. Please clear me the error. Thanks in advance."error message - STRUCTURE HAS NO WEIGHT ABOVE...
View ArticleRE: Ceasar II and STAAD.Pro Integration
You can go through the following post for more details about the file formats that can be imported in STAAD.Pro --communities.bentley.com/.../9234 If you can save your Ceasar file in any of those...
View ArticleRE: joint weight load
Please upload the model. This error message is reported if you don't define any seismic weight in the model
View ArticleRE: joint weight load
STAAD SPACE START JOB INFORMATION ENGINEER DATE 29-Dec-15 END JOB INFORMATION INPUT WIDTH 79 ******************************************************************************* UNIT METER KN JOINT...
View ArticleRE: Method of concrete designing in STAAD Pro as per IS 456:2000
I'm very thank full for your answers sir.
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RE: Ceasar II and STAAD.Pro Integration
Bentley AutoPIPE can import Caesar II neutral file(.cii format). Then, AutoPIPE model can be exported to STAAD.Pro using pipelink. Please refer to the following wiki....
View ArticleCeasar II and STAAD.Pro Integration
Hello,Is there any way to import/export files from Ceasar II to STAAD.Pro. ?thanks in advance.
View ArticleRE: Response Spectrum Analysis & Equivalent Lateral Force
As correctly pointed out, you need to scale down the Elastic Response spectrum to inelastic design Response Spectrum . Thus, you need to apply I/R factor. It can be added in the direction factor .
View ArticleResponse Spectrum Analysis & Equivalent Lateral Force
Hi. I'm new at Staad pro. I have tried to describe Eartquake force by using Response Spectrum depend on IBC2012/ASCE 7-10. Also I described Earthquake force by using Equivalent Lateral Force depend on...
View ArticleRE: ERROR - STRUCTURE HAS NO WEIGHT ABOVE THE BASE FOR UBC ANALYSIS
Can you please upload the input file to have a look.
View ArticleRE: ERROR - STRUCTURE HAS NO WEIGHT ABOVE THE BASE FOR UBC ANALYSIS
This is the input file STAAD SPACE START JOB INFORMATION ENGINEER DATE 29-Dec-15 END JOB INFORMATION INPUT WIDTH 79 ******************************************************************************* UNIT...
View ArticleRE: joint weight load
Although the error message has been reported in the context of analysis per UBC 1997, it is a generic message that pertains to all codes that are based on the ELFP method. In those codes, we will find...
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