RE: Macro for renumbering nodes / beams / plates
You can directly renumber the entities within Staad by the RENUMBER option. see below.However, if you want a MACRO by which you can instruct to renumber any particular entity then there is no such...
View ArticleSTAAD.Pr0 SS6 20.07.11.45 MFC Error
Hi, please help.I am getting the following error, during analysis....
View ArticleEffect of Angle Bar Offset
Hi to all,Please find attached STAAD input file below.I am a bit confused with the design ratio (strength) of angle bar members which has offset property. My structure is a mechanical car lift with...
View ArticleRE: LATERAL RESISTANCE OF JACK SYSTEM (ANALYSIS BY STAAD Pro)
Thanks Seth, i actually did not assign spring anymore and fully understand that modelling friction type support is way impractical as it behaves differently compared to spring supports. What i did is a...
View ArticleRE: LATERAL RESISTANCE OF JACK SYSTEM (ANALYSIS BY STAAD Pro)
Thanks for the link Geeky Biswa, it was exactly the same process i am thinking of. Cheers, Master Mac
View ArticleRE: Ram Connection - Staad Pro - Eurocodes
English response, translate page if required. Not yet. STAAD.pro has an older version of Ram Connection installed. An update to STAAD.pro with the latest version of Ram Connection will be coming out...
View ArticleRam Connection - Staad Pro - Eurocodes
Buenas tardes,¿Es posible calcular conexiones en un modelo de Staad Pro realizado con secciones Europeas y calculado con Eurocódigo utilizando el enlace con Ram Connection?En el modelo que tengo...
View ArticleRE: Senior Design Project using RAM Structural System
Both myself and my instructor could not get the program to design the columns, I ended up just calculating them by hand using the reaction given by RAM on the columns. Now we are having issues running...
View ArticleRE: Senior Design Project using RAM Structural System
Here's some troubleshooting tips for issues with the lateral analysis, I suspect your model is not stable (when I saw it there were no lateral members at all).
View ArticleRE: Senior Design Project using RAM Structural System
by lateral members what do you mean?
View ArticleRE: Senior Design Project using RAM Structural System
I highly recommend you work the tutorial, or at least skim it. Lateral members, as assigned in the Modeler, are the beams, columns, braces (and walls) that participate in lateral load resistance.
View ArticleSenior Design Project using RAM Structural System
Hello,I am a senior at UNC Charlotte, I am currently in the process of completing my senior design project using RAM Structural System. I am new to the program and am trying to teach myself as I go. I...
View ArticleRE: Design as per Response spectrum results.
Take a look at any of the program help sections related to response spectrum analysis, for example, Section - 5.32.10.1.8 Response Spectrum Specification per IBC 2012, which says:Dominant mode method....
View ArticleRE: Use of Lz factor in design of steel beam
LZ = Length to calculate slenderness ratio for buckling about local z-axis. While it probably does not impact beam design much, if the beam experiences axial compression is certainly could.
View ArticleRE: Design as per Response spectrum results.
SIR, My question relates to the article and I need the dimensions of the sample which was not clear enough to try from my side. also the answer does not clear my doubt since the reply is of general...
View ArticleDesign as per Response spectrum results.
In an article on “Use of Signed response quantities in Response Spectrum Analysis –A Case Study “ by Mr. Sanjib Das Product Specialist, Bentley Systems it was stated that Instead of using the usual...
View ArticleRE: Wind Load Problem
You can assign a dummy material with negligible E and 0 density to these virtual members. I hope this can help you.
View ArticleRE: Composite section
Thank you very much xingmin.li.However i tried this in both 00.20.999 and 20.07..11.45 versions of section wizard using the attached procedure. Still it shows the "invalid data warning". Is there...
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