RE: Storey Drift Calculation in Response Spectrum Analysis for STAAD Pro
Please refer to the uploaded Staad file.You can modify it to get the "Storey Drifts".Regards,Mainak Ghosal
View ArticleStorey Drift Calculation in Response Spectrum Analysis for STAAD Pro
In the video : Response Spectrum Analysis as per IS1983 in Staad Pro. V8i (Dynamic Analysis) by Mr.Anand Paul, it shows Storey Drift can be calculated using Response Spectrum But when I tried...
View ArticleLoad combinations
how does staad choose the most critical load combinations when load combinations are generated by codes. Do I have to worry about it or staad pro. automatically chooses the worst loading for each...
View Articlecreating cantilever slab using dummy beams
how do I create a cantilever slab in slab using dummy beams. Plz upload a sample staad file for this.
View ArticleIncorrect reinforcement details in concrete designer
whenever I try to design a building in concrete designer it gives absurd reinforcement details .Like for a fixed beam it provides greater reinforcemnt in top zone than in bottom. But whenevr I try to...
View Articlesteel beam connection to concrete column
Hi Im doing a project of a building using steel beams, steel girders, and concrete columnsI was wondering if there is a way to design a connection for the concrete columns to the steel girdersI know...
View ArticleRE: Load combinations
For any member design, program finds out the critical design forces (bending moment, shear force, torsion etc) for each load case and each load combination values. In STAAD, by default program designs...
View ArticleRE: Incorrect reinforcement details in concrete designer
Can you provide the following information-- 1. Build number of STAAD.Pro that you are using 2. Version of STAAD RCDC 3. Upload the .std, .Rei_concrete and .rcdx file 4. Mention the member number
View ArticleRE: StopLogs
hi seth, I am now using staad.pro for the stoplog project, he client give me sample project to work to , I would like to ask where can I find detailed computations on how staad anlyze my structure, it...
View ArticleClik here to view.
RE: How to validate STAAD.Pro Analysis Result by Hand Calculations IS 456 2000
Hi Pramit,The Table No mentioned in the verification example was not correct, the Table No should be 03. Now, I have rectified the table no in the verification example. Thank you for bringing the issue...
View ArticleRE: Design of tapered section.
In the analysis of the structural system, the design code has no role to play. Only the country specific section database is required for steel sections. In the load combination, you may follow the...
View ArticleRE: creating cantilever slab using dummy beams
Hi Nasir, This is a very common technique to define dummy beams with practically negligible stiffness and self-weight. Can you please elaborate - 1. What is the exact purpose of defining such a dummy...
View ArticleClik here to view.
RE: Design of tapered section.
"to analyse the structure i am using AISC ASD" , means, in the design menu, i am using the check code command, by taking AISC ASD code selected in the current code, drop down menu.
View ArticleRE: Design of tapered section.
In that case, you have to use the Design Parameters corresponding to AISC ASD code only.
View ArticleDesign of tapered section.
Anybody kindly tell me, if i am correct or not, if possible also give me a reason.While designing, steel tapered section in staad, i have defined the load combinations and other parameters according...
View ArticleRE: SOFT STORY CHECK IN SELECT SERIES 5
Please refer to the attached model. You can see that mass reference load case has been added followed by Rigid Diaphragm command. CHECK SOFT STOREY 1893 command has been added for soft storey checking...
View ArticleRE: SOFT STORY CHECK IN SELECT SERIES 5
thank you for the demo model sanju, just one more doubt, so are you saying that the mass reference loads can be any load other than than the actual load acting on the building? or do they have to be...
View ArticleClik here to view.
RE: steel detailed calculations
You may look into the verification examples of STAAD Technical Refrence Manual (Help >> Contents... )Hope, this helps you.Thank you.
View Article