RE: TRIANGULAR FACTORIZATION
Thank you sir. Nice to hear that my model can be analyzed by advanced analysis engine in 80 minutes. Can you confirm if there are major issues/errors in the result. We are planing to buy the "Advanced...
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RE: TRIANGULAR FACTORIZATION
I understand that you are using BASIC solver which is matrix bandwidth dependent for run times. In other words, run time in basic solver is dependent on matrix bandwidth. When you are using rigid...
View ArticleTRIANGULAR FACTORIZATION
Please help me how to speed up the triangular factorization of my model. The size of model is 1.4MB with 21862 nodes, 26443 elements and 23000 lines. The triangular factorization for load case 1 alone...
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RE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
For Beam Design please go through the following linkHope this helps you.Thank you.
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RE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
For Column Design please go through the following linkThank you.
View ArticleHow to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
I do know manual verification methods and want to know exactly how to validate and verify RCC Design by using IS 456 2000 code in STAAD.Pro V8i SS6 & details of method like matrix method or portal...
View ArticleRE: No errors and warnings, but can not get results (staad.pro)
You can also go through the Tutorial Examples to get Post Processing Results(Please visit the site to view this file)Thank you
View ArticleRE: staadfoundation advanced 7.2 crashes. see description below
To help us further troubleshoot the issue, please provide a little more detail like what are the steps leading up to the crash, is this happening for a particular model or for all models, what is the...
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RE: Applying wind loads on a cylindrical structure with plate elements.
The wind load generation in STAAD.Pro works on beam elements only. It identifies closed panels formed by beam elements to calculate the wind load on the panel and then distributes the load to the...
View ArticleRE: Single angle design for compression in STAAD.Pro appears incorrect
Ok thanks for uploading the file. Let me take a look and get back to you.
View ArticleRE: ERROR: NOT ALL JOINTS SPECIFIED IN ABOVE SURFACE INCIDENCES ARE COPLANAR
You should not use surface elements unless you are modeling concrete shear walls. For all other types of structural entities, you should use plates. So I would suggest using a mesh of plates for your...
View ArticleERROR: NOT ALL JOINTS SPECIFIED IN ABOVE SURFACE INCIDENCES ARE COPLANAR
Hi all,I am modelling a hypar structure in tension. I have generated a surface mesh to divide the structure into 200 triangular plates (in order for them to be coplanar).Should I apply loads...
View ArticleRE: Applying wind loads on a cylindrical structure with plate elements.
Thank you very much.
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RE: i want to become staad pro expert
You can go through the following links for STAAD.Pro tutorials, trainings, videos & seminarsYou can also find the books on STAAD.Pro from the following linkThank you.
View Articlei want to become staad pro expert
Salam, hope u will be good .. sir basically i,m mechanical engineer but i want to become a efficient designer of steel structures .. what i have to do for that purpose plz guide me which book i should...
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Snow Load
when I define the snow load in load definition, then I try to identify the snow load in load cases details. I get a massage says " at least one floor group needs to present".How can I create a floor...
View ArticleRivet Theory for Pile cap Design
HiThe documentation of staad foundation suggests that two pile caps are designed according to rivet theory. Where can I find documentation or literature about what rivet theory is. In the days prior to...
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RE: Staad Pro analysis of moment connection
Sorry but my screen shots didn't come through the first time round so here they are now:results (for Ultimate limit state):
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