RE: ERROR - STRUCTURE HAS NO WEIGHT ABOVE THE BASE FOR UBC ANALYSIS
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...
View ArticleRE: ERROR - STRUCTURE HAS NO WEIGHT ABOVE THE BASE FOR UBC ANALYSIS
Hello, Thank you. Thank you very much. Now I had checked the model after adding the columns in my model and the error was removed. Thanks once again. Regards Anoo..
View ArticleERROR - STRUCTURE HAS NO WEIGHT ABOVE THE BASE FOR UBC ANALYSIS
Hi,While doing the analysis I am getting the error message as "STRUCTURE HAS NO WEIGHT ABOVE THE BASE FOR UBC ANALYSIS" . Please clear this error.Anoo..
View ArticleRE: joint weight load
It seems that you have not added the columns in the model. On adding the model, the program would be able to distribute the base shear into horizontal storey shear which is dependent on the height of...
View Articlejoint weight load
Dear Sir, First of all thank you.Please tell me how to make change in input file using stadd editor. I am also sending sample input file as underthis input file is designer so how i can applied load...
View ArticleRE: RCDC v5
In order to facilitate an easier access to the support department for the Indian users, Bentley Systems has come up with dedicated 24X7 Support Toll-Free Number 000-800-100-8434 (You can call us from...
View ArticleRE: staad rcdc installation
You can download the latest version of STAADR RCDC 5.0from Bentley Select site— appsnet.bentley.com/myselectcd You need to login with your user ID and password. Please click on the following link to...
View ArticleRE: Difference in values of deflection
The results are different because you are using the SELECT ALL command after the 2nd design parameters block. This means, that the Output file reports the deflection with a new selected section sizes...
View ArticleDifference in values of deflection
HiIve modelled a steel deck structure, set the design parameters and included deflection check to EC.However staad gives different deflection values between the output and the member pop up...
View ArticleRE: Problem in creating object with STAAD (I am using STAAD PRo. select...
Thank you so much for giving me replies.. But Still I am unable to use the syntax. My aim is to extract Design parameters such as LY LZ UNL CMY CMX, MAIN, TMAIN, TRACK 2, DJ1, DJ2, FYLD, cric. sec,...
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...
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RE: Font resizing issue in staad foundation advanced 8.0
Here is my response: For Q-1. You can simply increase the front in Detail drawing and Schedule drawings shown below:For Q-2. You need to set length/width ratio as per the shape of the column. This...
View ArticleFont resizing issue in staad foundation advanced 8.0
I am facing following problems with staad fdn adv ver 8.0.1. The font being shown by the software in the GA and detailed scheduled drawing is extremely small an unreadable. Also it is not getting...
View ArticleRE: Cold form Hat Section Design using STAAD
Can you please upload the model that you created?
View ArticleCold form Hat Section Design using STAAD
Can Anyone guide me how to design Cold Hat Purlin section in STAAD using IS 801 code.When I design hat section using IS 801 the utility ratio of section 999.90,
View ArticleRE: L/R Exceed
If you use a value of 2 for the TRACK parameter, you will get an expanded output that shows that for all the members with the RD16 section, the KL/r value is greater than a 1000. In the AISC ASD code,...
View ArticleL/R Exceed
Hi,Please can any one help me in the attached STAAD file, I don't know what is the problem in the roof bracing, some of them are save and others are fail (L/R Exceed),although all of them are...
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