RE: Response Spectrum Analysis & Equivalent Lateral Force
Here are a couple of pointers. Please check whether you are using the same seismic weight for both loading types. For the equivalent static, I can see 30% of R2 being considered whereas for the...
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: STAAD News is not showing
Please follow the instructions provided at communities.bentley.com/.../unable-to-activate-rss-feed-connection-message and see if that resolves the issue.
View ArticleRE: STAAD News is not showing
Dear Sye, Thank you for the quick response. It seems the firewall is blocking me from STAAD news. I might ask our IT guy to help me with this. Thanks, Dong
View ArticleSTAAD News is not showing
Hi, Dear All,Could anyone please let me know why my "STAAD News" is not showing? I am using Bentley Leap Bridge also, and the LEAP Bridge news is showing well.Thanks,Dong
View ArticleRE: a comparison purpose between an uneconomical design with a good design ,...
But i want to inter the data of an exsisting building , concrete + reinforcement , then make concrete take off , not the design procces
View Articlea comparison purpose between an uneconomical design with a good design , By...
For a comparison purpose between an uneconomical design with a good design , By using STAAD i want to inter the concrete design detals for two building incloding section and reinforcemnt and let...
View ArticleRE: License Staadpro can't analyse double I Sections
The code checking of double-I profile is not supported by STAAD.Pro for this code.
View ArticleRE: License Staadpro can't analyse double I Sections
Hi Amit, Can you advice which code will allow the check code for double I profile? Thank you. Alex
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RE: License Staadpro can't analyse double I Sections
There are several issue in your design parameters so not sure which Design code you want Staad to consider.Moreover, the default design code considered is AISC -9th edition. and these type of sections...
View ArticleRE: License Staadpro can't analyse double I Sections
You can design it using IS:800-1984 code (WSD). The program uses the rule set of general I section to design these kind of sections.(Please visit the site to view this file)
View ArticleRE: License Staadpro can't analyse double I Sections
Which design code you intend to use?
View ArticleLicense Staadpro can't analyse double I Sections
Hi All,Trying to analyse the below model but getting errors with Staadpro warning the version cannot design the member section. But I replace with a double babk to back C-channel and its able to...
View ArticleRE: Error Running Staad Foundation
SFA 8.0 has been released with a fix to this problem. You can use this version.
View ArticleError Running Staad Foundation
Dear All,I have a problem when running Staad.Foundation, I ran attached file named residu staadfoundation6,sfa, I've run this file before and it was completed, when I try to re-run the file again,...
View ArticleRE: Problem in creating object with STAAD (I am using STAAD PRo. select...
What is this nBriefref ..referss to in syntax please help
View ArticleProblem in creating object with STAAD (I am using STAAD PRo. select series 4)...
Dear All,Please help me in my VBA Code. I am getting an error message as Active X can't Create object.It is a very useful file to me and I needed this in very urgent,I am pasting my code over here...
View ArticleRE: hi, I have done spectra analysis and get member forces by macro in excel....
Thanks suro,we are working with version Series 4, will update the version. I have one concern regarding this, till now we were using the results from the member end forces table, it means whatever we...
View ArticleRE: Staad Pro Connection Tags
Please ensure that within the ConnectionTagFile.xml which can be found within the … :\ProgramData\Bentley\Engineering\StrucLink folder, you have defined the tags in such a way that it contains the...
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