RE: Various Staad Usage Questions
Sorry for the delay. 1. Member releases are always specified with respect to local axes of the members. You can use beta angles to orient the legs of angles parallel to the global planes. 2. If the...
View ArticleVarious Staad Usage Questions
I'm fairly new to Staad as a program, and I'm struggling a bit with how to do certain things within the confines of the program. If anyone can help with any of these I'd appreciate it.Is there any way...
View ArticleRE: OpenSTAAD
Please let me know how you are trying to run the OpenSTAAD example files? This seems to be a permission issue. Try this: Right-click on STAAD.Pro icon and select "Run as administrator"; now run the...
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RE: Existing RCC wall analysis in STAAD
In STAAD.Pro one can model the concrete cross sections but not the reinforcements. The reinforcements are calculated by the software based on the forces in the structural elements. One can force the...
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RE: deflection in z direction
In addition to what vivekshine mentioned above, here is another place to check the deflections in z
View ArticleRE: staad warning
Better to use FIXED BUT MX at one end unless you are expecting some torsion in the member. Releasing MY would mean release of minor axis moment. In your case, since you do not have loads along the...
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RAM Semi-Rigid Diaphragm Deflected Shape
Hello, I have modeled a building in RAM 15.04 with semi-rigid diaphragms. When I run the frame analysis using a dynamic ASCE 7-10 response spectra seismic load case and view the animated deflected...
View ArticleRE: OpenSTAAD
Payel, I think that was mostly the problem, and I have it figured out. I encountered another problem, however, that might be related. I am not able to access results from a Visual Studio Visual Basic...
View ArticleOpenSTAAD
It seems that OpenSTAAD is registered on my computer, but I get the error..."(10095) ActiveX Automation: server could not be found."I am unable to run even the basic OpenSTAAD examples. Any thoughts?
View ArticleRE: Inquiry about house analysis and design.
Please attach both case here for a better understanding of the issue.
View ArticleInquiry about house analysis and design.
I am from the Philippines, I have no formal training in using Staad Pro V8i, I 've just learned to use Staad in my present job. Normally, I start my design by inputting the coordinates of the structure...
View ArticleRE: Deflection Check (EN 1993-1-1:2005)
Your mentioned parameters are enough for the deflection check. Please attach STAAD.Pro model and a screenshot illustrating the issue. Also, let us know the exact STAAD.Pro version being used.
View ArticleRE: Deflection Check (EN 1993-1-1:2005)
What is the member number which you are looking at?
View ArticleRE: Deflection Check (EN 1993-1-1:2005)
Ok, I checked member #46. It the post processor the utilization ratio is reported as 15.4. In the Output file the ratio is 0.293/0.019 = 15.42, so the results are the same. Aren't you getting this?
View ArticleRE: Deflection Check (EN 1993-1-1:2005)
Sir, the result value of deflection/displacement ( #46 293mm in output file while in post processing view value result = 10.641mm under L/C 12). 293mm displacement looks like not shown in the graph.
View ArticleRE: Deflection Check (EN 1993-1-1:2005)
I do not think that deflection of a 'curved' member can be done accurately in STAAD.Pro. When you enter design parameters DJ1 and DJ2, STAAD uses a straight imaginary line between these nodes and...
View ArticleDeflection Check (EN 1993-1-1:2005)
In Steel Structure Design Deflection Check, What are the components or parameter to be considered in Deflection check other than ( CAN, DFF, and DJ1 & DJ2) - TRACK 4. It will give two different...
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