RE: Error Staad I/O Syntax Error
Modesta, thanks for your answer.Actually I am running the model in the local disk and still showing the error.
View ArticlePushover analysis
Hello,I am having problem in some issue of pushover analysis. After entering all the input data i have performed pushover analysis and run analysis on a simple 3 bay 3 frame 4 story structure. It seems...
View ArticleRE: Error Staad I/O Syntax Error
At the highest composite deck (208.25 ft in Y coordinate) there are few beams (4323, 4324, 4325 and 4326) which do not have any sectional properties assigned. You can find those beams by going to...
View ArticleError Staad I/O Syntax Error
When I am running my staad file, it is showing the following error. Do you know what I need to do to Fix it?forrtl:severe(59): list-directed I/0 syntax error, unit5, file internalList-Directed...
View ArticleDeflection Check Result in Tabulated format
Hello everybody,Is there any option in STAAD-Pro V8i Select Series 5 to get the deflection check results (i.e., only for the most critical load combination for a perticular beam) of individual beams in...
View ArticleRenumbering surfaces
Is there a command in STAAD Pro v8i that allows me to renumber my surface sequentially - Like I can do for beams and nodes?
View ArticleRE: What command analysis should i use for designing plate elements??
It is up to the engineer to decide which type of analysis he wants to use. In STAAD.Pro, almost all types of analysis can be used for plate elements. You can read more information about each type of...
View ArticleRE: What command analysis should i use for designing plate elements??
Modestas, Thank you sir
View ArticleWhat command analysis should i use for designing plate elements??
Hi good day sirs I just want to clear up things.What command should I use in analyzing plate element??Is it PERFORM ANALYSIS,PDELTA ANALYSIS or other analysis?Please I need your help....
View ArticleTubular joint check per API RP 2A-WSD (21st Edition)
Hi,I have a simple model under force and moment loading. I assigned code check per API to that model and requested full detail of output report (Track 2.0).For the most part, factors that Staad.Pro...
View ArticleRE: RAM Elements - Diaphragm modeling
Karl, I've been getting the same "huge displacement" warning on a model, but I don't have any nodal displacements over an inch, which are reasonable displacements for my spans.What criteria does...
View ArticleRAM Elements - Diaphragm modeling
I would like to use shell elements to model a diaphragm. However, all I need the diaphragm for is stability and to distribute gravity forces. I have read through the article regarding semi-rigid...
View ArticleDifficulty in assigning Spring Support.
Hello all, I work for a Hydropower comany and I come across to lots of soil interaction structures to analyze. In doing so I am not sure what kind of support condition the structure must be provided....
View ArticleRE: RAM Elements Stiffened Plate Design
This only seems to happen when using the Max and the Env options together. Turn off the Env option and see if it looks right. I'm still not clear why it matters, but I'll need to check with some...
View ArticleRE: RAM Elements Stiffened Plate Design
Thanks.Unchecking "ENV" solves the issue.On that topic though, "ENV" doesn't really seem to be an envelope, because you cycle through the conditions, the stress values still change with it checked...
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