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load list
Hi all!I state load list & envelope (load combinations 201-262), but staad calculate reinforcement also for single loads (for example, only wind without dead loads). See please attached design...
View ArticleImporting STAAD file into a STAAD file
Is there any import option available?For connecting two independent structures available in two different STAAD file. Regards,G.Parthasarathy
View ArticleRE: Error no adjacent floor
Yes thank you so much.-Aaron(Please visit the site to view this file)
View ArticleError no adjacent floor
Hello, I have two floor types that I want to mix throughout a 7 story office building. Â When I place different floors adjacent to each other an error occurs stating that no adjacent floor exists. Â Help!
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How to do in STAAD.Pro
Dear sir, I have attached a file which is frame (node 1,2,3,4) with one end fixed(node 1) and other end is roller (node 4). Having point load on beam (unsymmetrical laod). How to do this on Staad.Pro...
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RE: Unwanted beam spacing adjustments in RAM SS
The main problem is that when moving a girder (or a column) we allow the girder to be moved such that it crosses the original position of supported beams, automatically shortening (or elongating) those...
View ArticleRE: Tilt up Wall and FEM Analysis
Seth, Why does the FEM analysis default the foundation to be fixed? Additionally why doesn't FEM acknowlege the ground level as a lateral support?
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Tilt up Wall and FEM Analysis
I am trying to design my wall with the fixity at ground level pinned, the fixity at foundation level pinned, and the level restraints pinned. These options seem to only be available to me when I choose...
View ArticleRE: How to do in STAAD.Pro
Dear sir,I have attached a file. Can you please send me the input file.(Staad Editor commands) for this frame both end fixed having P.Land hinge support (Release).
View ArticleRE: Staad Foundation Advanced SS3 Release 7.2
From the screenshot you attached, it appears that you are trying to do a machine foundation analysis. This cannot be done unless you have a license for STAAD Foundation Advanced. Please check with your...
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Staad Foundation Advanced SS3 Release 7.2
I just installed Staad Foundation Advanced SS3 Release 7.2 .Unfortunately when i try to analyze the model ,the program is stopping suddenlyit is not responding at all .i tried a resolved example and...
View ArticleRE: How to do in STAAD.Pro
Dear sir , I have worked out on it . In this My release is correct or not. and Also I have attached my input file.If this is wrong .Please can you send me the correct input file. STAAD PLANE START JOB...
View ArticleRE: Unwanted beam spacing adjustments in RAM SS
Hmm, I wouldn't want framing table failures, but generally, the move command is faster than deleting and replacing a member (and typically redoing member sizes, fixity, and other properties to recreate...
View ArticleRE: How to do in STAAD.Pro
With the current release specifications, the model is not stable. If you want to have a hinge at the middle of the top beam, you should not apply the moment releases at the ends of the top beam or the...
View ArticleRE: Deflection angle of truss structure
Surely the software will give you some sort of nodal displacements that you can use along with some simple trigonometry to find your deflection angle. In our software (STAAD, RAM) we generally provide...
View ArticleRE: Unwanted beam spacing adjustments in RAM SS
Yes, I see some ways to improve it (having copy would be nice too, no doubt).
View ArticleRE: How to do in STAAD.Pro
Not that it's a big deal, but you should delete either "2 END MZ" or "4 START MZ" from Sye's file to eliminate the warning.
View ArticleRE: Unwanted beam spacing adjustments in RAM SS
Well, since you mention it... :-D Maybe a little off-topic, but something else in the "nice" category would be if the measure distance tool worked in more areas like elevation views in the modeler, or...
View ArticleRE: How to do in STAAD.Pro
Tank : I think John is trying to define a moment hinge at the node 5 which is why he defined those releases.
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