Macro for renumbering nodes / beams / plates
Hello,I would like if anybody has made a openstaad macro for renumbering nodes / beams and or platesThanks in advanced
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Record macro Staad.pro
Hello,There is a button for record/play macros in staad pro toolbars (you may swich on)Do you know where could get information about it ?How can I record a macro ?I attach a picture whith the...
View ArticleRE: Arch becomes unstable with member offsets input STAAD
While 3-hinged arches are stable in the real world they do pose problems for finite element solutions. When offsets are included there are internal moments that have to be resolved and that causes the...
View ArticleRE: Arch becomes unstable with member offsets input STAAD
99% pinned connection fixed the problem, thanks
View ArticleArch becomes unstable with member offsets input STAAD
I'm modelling a pinned arch, with varying section depth along the length of the arch. To account for eccentricity I'm adding offsets to the members. This causes the structure to become unstable for...
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: Lateral load distribution
Sir, I tried now Rigid element as well as Master slave option to stimulate the structure. i find there is a 10% lesser in the support reactions in Master slave options and I am confused what option I...
View ArticleLateral load distribution
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/6403.RIGID-LINK.std:698:549]I have attached the std file of a 2D frame model with shear wall using surface element. The frame is...
View ArticleRE: Comparison Between RAM Connection and Limcon
@ Seth. Thank you very much. We are using AISC ASD code.
View ArticleComparison Between RAM Connection and Limcon
What are the differences between RAM connection and Limcon ?Please help.thanks in advance.
View ArticleRE: Rigid link
you may use... DEFINE MATERIAL START ISOTROPIC VERYRIGID E 3.19e+015 POISSON 0.17 DENSITY 0 ALPHA 1e-005 DAMP 0.02 END DEFINE MATERIAL
View ArticleRE: Temperature Load
Please go through the following post, hope this helps you.communities.bentley.com/.../86174
View ArticleTemperature Load
I am doing a Skid analysis. Now i have a Temperature difference of 5 to 55C. How can i assign that to staad Model. It Shows three Tabs and where i have to give the Value and what Value?
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RE: Section Data Base not found in Code section
Many thanks for your kind reply. During the SELECT ALL run I am getting the error "SECTION DATA BASE COULD NOT BE OPENED IN STEEL DESIGN CODE" Please review the below snap . Is it because of some...
View ArticleSection Data Base not found in Code section
Dear Members, During Optimization Run, I am getting error "Sections data base not found in steel code". I have checked the installation directory, the database for European and AISC sections.mdp exist....
View ArticleRE: macro tower.vbs in Staad using Structure wizard
In your machine, OpenSTAAD is not registered. To check that, you can do the following-- Open the registry editor (Run > Regedit) and search for the following registry key:...
View Articlemacro tower.vbs in Staad using Structure wizard
I tried to open the macro tower.vbs in Staad Structure wizard.It did not work. I got error 10095 ActiveXAutomation: server could not be found.Am I missing something.
View ArticleRE: Problem with Canadian Channel Sections
We are looking into this matter and will get back to you shortly in this forum.
View ArticleProblem with Canadian Channel Sections
Dear All,When I use Canadian Channel Section, my structure results show a utilization ratio of ~0.5 but when I replace it American or Chinese Channel Section of same or even slightly greater thickness...
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