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RE: Cable Section Property
It appears that you could not access the standard cable section under AISC section database. These section are included within the AISC Section RCeco databse pack.Can you go to to CONFIGURATION->...
View ArticleCable Section Property
Introduce me Abrar as lecturer Indonesia Institute and administrator of license academic of Staad.Pro.I have problem about Cable Section property. My students write the scription about Arch Bridge and...
View ArticleRE: Modeling an elevator's wall
In general, the LIFT core or the LIFT wall is designed to save both the purposes (1) the lift passage track (2) the Shear wall. Now, if yo want to design this lift core as shear-wall, then you may use...
View ArticleModeling an elevator's wall
Hello Sir, I have two questions.1. What is the best element type to model and design a lift wall in STAAD.Pro per ACI 318 Code ? Surface or Plate ? 2. What is the difference in output results between a...
View ArticleRE: Fundamental natural Period
If you do not provide type of structure- ST parameter, the program searches if you have manually provided the value of approx. fundamental time period of the structure from PX and PZ parameter. If you...
View ArticleFundamental natural Period
Hi there...I am making a Seismic definition as per IS 1893...I did not provide the type of structure in definition and staad calculated the value for Time period which was way too much low as per...
View ArticleStaad.Pro 20.07.11.70 - customize menu
Regarding Staad.Pro 20.07.11.70.I want to hide the menu item "Bentley Cloud Services". It's on the same line as File, Edit, Windows and Help.Before I create an installer package for our users, I like...
View ArticleRE: Problem in Response Spectrum Analysis by using IS 1893:1984
Missing mass: Please refer to the following wiki for missing mass correction.http://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/9114...
View ArticleProblem in Response Spectrum Analysis by using IS 1893:1984
When I performing RSA by using IS 1893:1984 it is not showing proper result and one note also comes.I try to figure out the problem.i figure out one prob that for 1st mode staad calculate spectural...
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RE: asARE THESE LOAD COMBINATIONS CORRECT AS PER IS 1893 IN STAAD PRO
You can use auto-load combination for Indian Code which takes care of these combinations automatically using the following process.
View ArticleasARE THESE LOAD COMBINATIONS CORRECT AS PER IS 1893 IN STAAD PRO
Are these load combinations correct in staad pro as per IS 1893: 1.5 (DL+LL) 1.2( DL+LL+ELX) 1.2( DL+LL+ELZ) 1.5(DL+ELX) 1.5(DL+ELZ) .9DL+1.5ELX .9DL+1.5ELZ DL- DEAD LOAD, LL-- LIVE LOAD , EL -- E/Q...
View ArticleVery high axial load at he column bases.
Anybody please tell me why i am getting very high axial load (Fy) in the columns at the base, it is due to the loading or is there some other reason.STAAD SPACESTART JOB INFORMATIONENGINEER DATE...
View ArticleRE: Staad.Pro 20.07.11.70 - customize menu
There is no option to do that. If you don't mind, can you please let us know why you would like to hide/disable that option ?
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RE: asARE THESE LOAD COMBINATIONS CORRECT AS PER IS 1893 IN STAAD PRO
1.5(DL+LL) is not the Earthquake load combo. It is purely the gravity load combination. But when you are designing a structure, you need to consider all the different load combinations as specified by...
View ArticleRE: Master Slave command
Hi Sye,I have taken another look at the model you suggested and had a few queries as it relates to the Reference Load Definition (mass type reference load in this case).1. Which section in the...
View ArticleRE: damping ratio
Dear sye I already put there 0.01 damping ratio and send the file to my company . Is it acceptable are not ?
View ArticleRE: damping ratio
Structural response to wind is generally elastic and so I think you are fine considering 1% damping ( damping factor 0.01 ) for wind analysis.
View Articledamping ratio
yesterday i find out how to calculate natural frequency i,am still confused how we can calculate damping ratio for a steel structure which is required for wind analysis. .
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