RE: Multiple queries about design
Hi,Can you mention the build number of STAAD.Pro that you are using? Go to Help > About STAAD.Pro to check this. Also upload the relevant .std file.
View ArticleHow to remove warning message
I have designed one RCC frame structure by Staad pro V8i SS5 using code 13920.it shows warning messages kindly tell me how to remove warning message : WARNING: MAX. STEEL RATIO EXCEEDS ALLOWABLE VALUE...
View ArticleRE: Multiple queries about design
Hi,Create a zip file with those .upt files and upload the file. The .upt files should be located in the same folder where you have saved the STAAD model.
View ArticleRE: Multiple queries about design
Okay. Please find the attached Zip containing the .std & .upt files
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Multiple queries about design
Hi,Can anyone shed some light on this.I am having two queries regarding the analysis of a steel structure in staad.I am doing modal analysis to determine the natural frequency of the structure. I...
View ArticleRE: Response Spectrum Analysis
Answer to Q1:Yes, provided the spectral accelerations are normalized values, meaning, they are divided by "g". In other words, if the spectral acceleration is 490.25 cm/sec^2, and you specify it as...
View ArticleRE: Response Spectrum Analysis
Thanks a ton Kris, it was indeed a critical path in the schedule.
View ArticleRE: Multiple queries about design
Hi,Can you let me know the operating system of the machine?
View ArticleRE: Multiple queries about design
Hi,Please find the attached technical specification of the machine
View ArticleRE: Multiple queries about design
Hi,Actually I want to know the operating system of the computer that you are using. Is that WINDOWS XP or WINDOWS 7? Also if that is a 32 bit machine or 64 bit machine.
View ArticleRE: RAM Structural
The frequently asked question "Why are my composite beams being designed as non-composite members?" on the following web page discusses all of the cases in which a beam defined as composite beams will...
View ArticleRAM Structural
I assigned beams to be composite, but in the design phase, some of beams I selected to be composite were designed as non-composite. The beams were not cantilevered, they are simply supported. The...
View ArticleRE: Tubular joint check per API RP 2A-WSD (21st Edition)
As I say it was a while ago I needed to do one of these calculations. The relevant section of the help seems to be under International Design Codes 22A.8.1 Joint Checking.The chord and brace member...
View ArticleRE: RAM Beam Floorvibe vs DG11
Design Guide 11 defines Dg as Ig/Lj, where Lj is the span of the joists on either side of the girder. Note that if the joists on either side of the girder have different spans, Lj should be the average...
View ArticleRE: Multiple queries about design
hi,Ooops..Sorry.. I thought you might asked about the operation of machine.Microsoft Windows XP Professional Version 2002 Service Pack 2 - 32 bitIntel(R) Core(TM)2 Duo CPU E7200 @ 2.53GHz3.48 GB of RAM
View ArticleRE: Response Spectrum Analysis
Dear Kris,1.) The spectral accleration is in CM/Sec2, so we changed our scale factor to 9.812.)The base shear factor compared to lateral force procedure is around 4, so your point of multiplying the...
View ArticlePlease see the screen shot of Response spectrum curve;
Dear Kris,Please attach the screen shot. The accleration was in m/sec2. Since my model is in Ton-Cm units, we have converted spectral accleration which was in M/sec 2 then multiplied by 100. Scale...
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