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RE: Error in the modelling. Opening error in meshing
Dear Sir,I am using the Bentley SS5 version.I am creating parametric mesh triangular with 5m spacing.Please view the pic of the error message i am getting.I am not able to understand why is this error...
View ArticleTo Import STAAD model to SP3D
Hi, I am facing a problem in importing the STAAD model into SP3D . I have used CIS/2 file format to import into SP3D but the model was not imported. could you help me out with this?Thank you,Bindu...
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RE: Error in the modelling. Opening error in meshing
I changed the Meshing Method from Standard to Basic and the opening was generated fine in the mesh by using STAAD.Pro build 20.07.11.82. If changing the method does not help, try to upgrade to...
View ArticleRE: STRUCTURE WIZARD NOT SHOWING UP
We need to know the exact STAAD.Pro build number. You can find it by going to Help ->About STAAD.Pro. It should something like 20.07.XX.XX, so we need to know what numbers are instead of XX.XX.
View ArticleSTRUCTURE WIZARD NOT SHOWING UP
When I tried to open the Structure Wizard, nothing is showing up at all and when i tried to close staad, it said that there is an open program using it so I guess I'd really opened it. I tried to do...
View ArticleRE: Seismic analysis of Steel structure -reg
Sir, Thank you ...In actual case the box structure is connected to the main steel structure by BOLT connections.In STAAD modeling what way can i do this ? whether i have to use moment release...
View ArticleAuto load combination for General Category as per AISC
Hi, I generated auto load combination in STAAD under Category: GENERAL as per code: AISC with only Dead & Live loads. The load combinations generated are as below. Can anyone tell from where these...
View ArticleRE: Seismic analysis of Steel structure -reg
The connection type is a designer's call which may based upon the member forces, bolt size, bolt strength and number of bolts. You can find several guidelines in your country specific design code. In...
View ArticleRE: Would anyone please tell me why the reactions in the attached staad file...
Thanks for your reply the reactions has came down.
View ArticleRE: Would anyone please tell me why the reactions in the attached staad file...
Thanks for your reply.
View ArticleSTAAD Foundation
Hi guys,now i am doing a combined footing model on staad foundation and there is always an error say " ERROR: FOOTING MAXIMUM THICKNESS EXCEEDS FOOTING EMBEDMENT DEPTH. PLEASE MODIFY INPUT. "any one...
View ArticleRE: Seismic analysis of Steel structure -reg
Sir, In going through the model i am seeing beam orientation axis (local axis) is Y-Z and X -axis is along the length of beam for all beams. (This orientation i am seeing from the Beam stress results...
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RE: Seismic analysis of Steel structure -reg
Yes, member local x-axis is always along the length of the member.So, if your intention is to restrain only for torsional moment then My and Mz should be released. For more clarity on beam orientation,...
View ArticleSeismic analysis of Steel structure -reg
Sir,A test facility consist of a 2 floor steel structure and on the steel structure a box type steel structure (tank like) is mounted on its 2nd floor (top floor) for some components testing.My...
View ArticleRE: how to create a cantilever slab without using slab or meshing ?
I understood but I can't use any other material other than concrete bcoz the detailing software doesn't recognize any other material than concrete so I have to assign the beam material as concrete. If...
View ArticleRE: Structural Navigator Mobile user feedback
Hi,Just to follow up on Seth's post, we are also interested in your feedback even if you don't use Structural Navigator. I would appreciate if you could review how we think Structural Navigator will...
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Structural Navigator Mobile user feedback
We are looking for any users of the Structural Navigator mobile app to provide some feedback on Workflows and the User Interface. The app is available on iOS and Android now, and since it works on a...
View ArticleRE: STAAD Foundation
There were no Column Reaction Loading within LC#4, 5 & 6. You may want to check these cases.I removed all the component cases ( 1 to 6 ) from the job and only kept the generated cases ( 7 to 33 )...
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