RE: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
Yes. That first one I checked but He doesn´t have the error. Now I know what was the problem. Thanks
View ArticleRE: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
Thank you. Now I have a better understanding. What you wrote will help me a lot with my future models.
View ArticleMASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
Hi every body. I was trying to find the center of rigidity and this displays.*** ERROR: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.I used the Floor diaphragms and master slaves to do...
View ArticleRE: Design as per Response spectrum results.
Thank u and it is of immense value. But need to know about the IMR value and its importance in design.
View ArticleSACS -Appurtenances
HiI am wondering about the general practice/procedure for modelling piping (as well as electrical/ instrumentation/ tech-safety/ architectural) loads for global analysis of combined jacket-topside...
View Articlepin released on triangular plate
hi, im quite new in mesh plate modelling and i found some difficulties to model pin release.i have wall structure that have 3 side pin support (left, bottom & right) and hydrostatic force came from...
View ArticleNew features in RAM connection
How to view the new features in RAM Connection version 11.0.0.164 ?
View ArticleRE: Load combination Code in STAAD.pro V8i
Thanks. I had tried this. The program did not save the new code. So, I did not find the newly created code in the pull down menu under Auto Load Combination. Besides, the above editing option does not...
View ArticleRE: New features in RAM connection
Release notes are here if that helps: communities.bentley.com/.../24487.ram-connection-connect-edition-v11-0-release-notes
View ArticleRE: RAM Concept - Bending Moment Output Query
Most likely one of those up-and-down strips is a little more than 90 degrees in plan, while another is a little less.
View ArticleRE: RAM Data Access Programming in C#
I have seen this once. Someone basically created an entire custom module for RAM SS, but I'm not exactly sure what was involved. Some sample code from our developers at least would be required. I'll...
View ArticleRE: Transfer Slabs and Frame & Concrete Modules
The analysis in Ram Concrete is always done one level at a time, where the results of a top level are basically added to the results of a lower level. This approach is great for most types of...
View ArticleTransfer Slabs and Frame & Concrete Modules
Hi,As per the RAM SS Import table there are options to input transfer loads either from RAM FRAME or RAM CONCRETE. Obviously, since these 2 modules have rather different way to calculate the...
View ArticleRE: updated list of references.
1. ANSI/AISC 360-05 - Specification for Structural Steel Buildings - American Institute of Steel Construction - 2005. ANSI/AISC 360-10 - Specification for Structural Steel Buildings - American...
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updated list of references.
could you please list out all the references after ref 60. which are reported in limcon output. Also please note that ref 15 and ref 16 code title have been interchangebily used.Prequalified...
View ArticleRE: Load combination Code in STAAD.pro V8i
Please ensure that you have the read/write access on the folder X:\ProgramData\Bentley\Engineering\STAAD.Pro V8i SS6\Language\USEnglish where X is the drive where STAAD.Pro is installed. You will also...
View ArticleLoad combination Code in STAAD.pro V8i
How can I add Load combination Code (exmp. AASHTO) for auto load combination?
View ArticleRE: Labeling nodes and beams
The styles for the node or beam labels can be controlled from within the top menu View > Options.There is limited option to have the node and beam labels in an alphanumeric form. For example nodes...
View ArticleLabeling nodes and beams
Using STAAD.Pro V8i,Is there any way to change the node labels to match column lines, for example A1, B1, etc.?If so is there also a way to have the beams automatically label based on the node...
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