RE: Steel Design Parameter Modification
No, you will need to analyze the model again if you want to check the design results with modified design parameters.
View ArticleRE: shear wall
You can change the division of surface edges so that it would be divided exactly the same as the edge of the meshed plate. In such case, these nodes will match and the forces between the nodes will be...
View ArticleRE: STAAD Foundation
You can find various trainings provided by Bentley here: www.bentley.com/.../Structural+Analysis+and+Design+Training.htmAlso YouTube channel may be used for some quick tutorials.
View ArticleSTAAD Foundation
Please any can supply me with document to training for staad foundation
View ArticleRE: RAM Elements Stiffened Plate Design
Thanks. Still doesn't answer why the values change per load condition with ENV selected.
View ArticleRE: AISC 360-2010 TORSION DESIGN
The screenshot cannot be seen for some reasons. Anyways, I believe that you are getting an Exception error during the steel design, This error, as you correctly noted, is happening due to torsion...
View ArticleRE: AISC 360-2010 TORSION DESIGN
Yes, you are right.If that is the case, please advice how to deal the torsion check case in the Staad? only needs to check with hand calculation?
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AISC 360-2010 TORSION DESIGN
I am trying to check the structural steel built-up box member for torsion, and receiving the message as attached. Please advice and clarify.Regards,K. Mahesh Kumar
View ArticleAISC UNIFIED 2010 AND AISC LRFD
I need to check a Steel Structural with CODE AISC UNIFIED 2010 due to client requirements, but the model also has a composite deck and Staad can only check a deck with CODE AISC LRFD.Is possible to use...
View ArticleRE: Difficulty in assigning Spring Support.
Subdivide the bottom beam into several parts of equal length.Specify the ELASTIC FOOTING type of support at each node. See section 5.27.3 of the Technical Reference manual. The width (f2 term) will be...
View ArticleRE: RAM Elements Stiffened Plate Design
The envelope is calculated with load combinations and for shells only. The Von Misses graph includes members, but those members are not included in the envelope, even though their values affect the...
View ArticleRE: AISC UNIFIED 2010 AND AISC LRFD
Hi AFlores,Yes you can by introducing different PARAMETER command, say the PARAMETER 1 - is for design per AISC UNIFIED 2010,and PARAMETER 2 - is for design per AISC LRFD.
View ArticleStaad pro Modelling
Hi,My english is no good..Please find Attached the CAD file.The drawing is simple: it's hard to modeling for meWhere nodes take points....... ㅠㅠCan you make modeling to straad pro? Please......
View ArticleCombination load cases
The combination load cases are confusing me. If i create load cases using the code comb. they are reflected in the code compliance results but not the restraints results.And when i create load...
View ArticleRE: Understanding Bearing Pressure on Ram Concept Foundation
Yes, unless you have altered the sign convention (Criteria - sign), then the negative pressure is tension uplift. Ram Concept's soil are springs are compression-only, but the iterative no-tension...
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RE: Understanding Bearing Pressure on Ram Concept Foundation
Thank you, I have done what you explained and check my load combos are in zero-tension and increase the number of iteration to 18 from the standard 6 (Sign criteria is the standard from the program)....
View ArticleRE: Staad.Foundation
Here are the reactions and their applied loads. Why won't Bentley allow you to upload .afs files? (Staad.foundation files)
View ArticleStaad.Foundation
In Staad.Foundation i am having problems getting the sum of the forces to work out for a slab on grade rack analysis. I have a model of a slab with loads input as a Quadrilateral load to spread the...
View ArticleRE: Understanding Bearing Pressure on Ram Concept Foundation
Good, so increasing the number of iterations gets you closer to a true no-tension result which is good. The image looks a little strange, but that's probably because you are looking at an envelope...
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