RE: OPENSTAAD - Can't define Wind and seismic definition
Ya please guide me for the same. I'm not going to use it for any complex structure. So testing those functions won't be any problem.
View ArticleRE: OPENSTAAD - Can't define Wind and seismic definition
You can go through the following post to check the details about the OpenSTAAD function to add the wind load definition--communities.bentley.com/.../26382.add-wind-load-definition
View ArticleOPENSTAAD - Can't define Wind and seismic definition
Hi All,Im unable to define Wind and seismic factor in OPENSTAAD. Any help?RegdCVP
View ArticleRE: Openstaad - functions not in reference book
There are few OpenSTAAD functions which are still not documented. We are working on this. Meanwhile you can check these posts where some of those undocumented functions are...
View ArticleRE: plate girder design -AISC-360-05/10
thank you sir ! 1-but the bracings are nor failing for slenderness they fail because the load exceed the euler limit !So how can i fix this ? (because the bracings can buckle no problem ! 2-I want use...
View Articleplate girder design -AISC-360-05/10
Hi everyone !   I am designing an aircraft hangar 50m (span) *30 m , i can't limit the node displacement with an economical design using the AISC ASD because the plate girder design is not...
View ArticleRE: Run tendon in compression of concrete
Hi rtully14 I highlight im Ductility of model.
View ArticleRun tendon in compression of concrete
Hi Support TeanI run tendons in compression of concrete and ductility is failed (neutral axis compression ratio (X/ D) is too high. I want to find X out. I used the compression force of tendon to...
View ArticleRE: Channel Section Property
Thank you for your Response. I' using Staad.Pro V8i. When assigning the Channel Section property through section DB Manager,There is a one column DE(mm).
View ArticleChannel Section Property
In Channel Section Property, what is the meaning of DE? Please anyone help me.
View ArticleRE: OPENSTAAD - Can't define Wind and seismic definition
Thanks Suro and Kris, I am able to define wind load and intensity too. Kudos for that. But i am not able to give it as a table (array) Each intensity vs height value is coming as a separate row. Can i...
View ArticleRE: OPENSTAAD - Can't define Wind and seismic definition
Hi Suro, I am able to define Seismic type - 11 (IS 1893). But when i try to add self weight, it is not processing as the Zone factor is 0. There needs to be some function after seismic definition so as...
View ArticleRE: How can I get bending moment results at Global axis?
Ok thank you for recmmend. I can only recreate the plate to solve this problem.
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RE: Run tendon in compression of concrete
When I run the analysis/design and then look at the ductulity status report I obtain no failures:What version of RAM Concept are you running? I am using v06.00.01.006.
View ArticleRE: Channel Section Property
Can you please mention the material, name of country database and the exact shape (Channel or MC Channel etc.) in the Section DB Manager ? Alternately, you can post a screen-shot too of that screen.
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RE: Staad AASHTO (LRFD) Design Code Version
Updating the code to the current one is on the list of enhancements planned, but it may take a while. Bentley has a software in the bridge portfolio called LEAP Bridge Steel....
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