RE: Drafting Ease
There is a nice link between STAAD.pro and ProSteel that you could use if you have an opportunity to use ProSteel for detailing.
View ArticleDrafting Ease
I have designed a Belt Conveyor Platform using Stadd Pro, this structure is huge and need lot of time to for Fabrication Drawing. The model is attached just for...
View ArticleRE: Plate Connections
Sye, Thank you very much. I have fixed the beam/plate connections as you suggested and I am trying to create shear connections. However, I am not able to make the connections because I cannot assign a...
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Plate Connections
Hi All,I am fairly new to STAAD, but I am creating a model where plates connect perpedicularly into the web of an I- beam. (imagine a beam to girder connection, but instead of a beam connecting to a...
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RE: Number of Basic Load Cases
I checked and found that the number of basic load cases is reported incorrectly as -2 for any job with any number of loads. This is a bug and we will get this addressed soon. The number of combination...
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Number of Basic Load Cases
In the STAAD.Pro V8i output file under the Job Information section, it gives a "Number of Basic Load Cases" of -2. I have noticed this before but have never been able to figure out what it is...
View ArticleRE: Foundation Design with STAAD foundation or foundation advanced
Dear Sir Sye, Good day, thank you for the help. This will help a lot. Looking forward for more brainstorming. Best Regards, Bernardo Serrano
View ArticleRE: Drafting Ease
thank you for your response, I don't have that software yet, will try try this out, thanks. if any link is available for small demonstration, it would be helpful.
View ArticleRE: why select series 6 is giving different design ratio than select series 5?
We are looking into this issue. There has been a problem observed in sectional property computation. We will get back to you with details of it.
View ArticleRE: regarding error ** SECTION IS NOT ADEQUATE WARNING:Reinforcement %...
I reviewed the model. I would like to mention that as per IS:456 code, the minimum grade of concrete to be used in foundation is M25. Generally, this grade of concrete is used in superstructure as we...
View Articleregarding error ** SECTION IS NOT ADEQUATE WARNING:Reinforcement % exceeds...
** SECTION IS NOT ADEQUATEWARNING:Reinforcement % exceeds maximum limitwhat should i do now i have already increased a col sectionfrom 300x610 to...
View ArticleRE: In rcc design in staad pro, in scheduled bars how it select the shape...
Are you using RC Designer module? What is the design code used by you?
View ArticleIn rcc design in staad pro, in scheduled bars how it select the shape code...
In rcc design in staad pro, in scheduled bars how it select the shape code like 51,21 etc for each bar?
View ArticleRE: staad error saying member design failed for some members
Please refer to the revised model. It can be analysed in your version of STAAD.pro.(Please visit the site to view this file)
View Articlestaad error saying member design failed for some members
Hiafter running analysis in STAAD SS6 showing error saying member design failed for following members.and all of these members are bracingsplease review my file and suggest for possible corrective...
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RE: Columns as lift shafts
There has been a new mode available known as STAAD Building where you can simply model core walls/ shear walls. Lift walls can be modelled as shear walls. This interface uses rigid arm method to model...
View ArticleRE: Columns as lift shafts
thank you so much. i had another doubt, about the releases we give in case of secondary beams. i saw in the demo file u posted, ubgave 0.99 release in Z and Y direction. why did u do that?? because i...
View ArticleRE: Columns as lift shafts
This is a demo model. The beams where you saw partial moment release was supposed to behave like a simply supported one. On using full moment release, you may encounter instability problem. That is the...
View ArticleColumns as lift shafts
i am trying to analyse a building which has lift shafts. i am making the lift shafts as column element and giving the beams that rest on it a prismatic general property. can anyone explain to as to...
View ArticleRE: Seismic Analysis
There are lot of very good training materials available on this specific topic at communities.bentley.com/.../announcing-the-performing-a-dynamic-seismic-analysis-in-staad-pro-learning-path
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