RAM SS - Response Spectrum Analysis according to AS1170.4
Hi,I have 2 questions:1. If in the input for RSA we have Structural ductility, Structural performance, Importance factor then I presume scale X and Y shall be calculated automatically? So Scale x and y...
View ArticleRE: problem with analyzing the structure
Please refer to the attached corrected model as suggested. It can be analysed without any problem. There has been one problem in Floor load generation- you need to rectify them.(Please visit the site...
View Articlemodelling beam fully connected to base along its length in staad
I am trying to model a box type structure made with beams in Staad Pro. The box is fully welded construction with plan bracings and vertical bracings. If I consider the support only at end...
View ArticleRE: Incorrect results for accidental torsion.
This issue has been logged in SR # 7000495929. I have responded you on this.
View ArticleIncorrect results for accidental torsion.
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/Without-TOR-option.std:940:0]I wanted to verify correctness of options in STAAD for generating Torsion as per clause 7.9.2 of...
View ArticleRE: multistorey building
I just want to add that using advanced solver I was able to analyse this model in 28 min.(Please visit the site to view this file)
View ArticleRE: multistorey building
my problem is not with the time :) u helped me yesterday , much appreciated it finished design and analysis within 45 mins.. after design the reinforcement for beam in all storeis 3#12 and 2#12 ... and...
View ArticleRE: multistorey building
i have defined the surfaces as shear wall >> after design the output appeared 20 warning about the surface that should be split>> i did not understand what i have to do .. also the shear...
View Articlemultistorey building
hi,thanks all for your answer..tomorrow i will give the design result to y supervisor but it takes more than 19 hours till now , can anyone run my model and give me the reinforcement result of columns...
View Articlemultistorey building
this is my model ... does the concrete and reinforcement are logical ??[View:/cfs-file/__key/communityserver-discussions-components-files/5932/Structure1JUJU-_2800_1_2900_design.std:940:0]
View ArticleRE: Loading
Please refer to the following wiki:communities.bentley.com/.../28355.what-is-fixed-end-member-load
View ArticleLoading
What is fixed end load...Where we should apply this load....Please explain it......
View ArticleRE: Profile table for section is Empty, STAAD.Pro Problem
Ok Thanks. However I didn't have a problem like this in the previous versions of STAAD.Pro.
View ArticleRE: Mass source in Response spectrum WARNING MESSAGES !!!
Please refer to the following discussion :communities.bentley.com/.../221732 I wanted to use the mass defined in Mass reference load case in the analysis.
View ArticleMass source in Response spectrum WARNING MESSAGES !!!
Dear all, I was working on a STAAD model of steel structure of a building , and I got few warnings I would like to understand how to deal with it :1- *** warning *** dynamic masses in global x y...
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RE: Profile table for section is Empty, STAAD.Pro Problem
Dear Support,I installed Microsoft Access 2003 as your advice but the problem still exists.Please Help. Thank you.
View ArticleRE: Profile table for section is Empty, STAAD.Pro Problem
Do you have any antivirus software installed in your system?
View ArticleRE: multistorey building
You have not provided commands for shear wall design. Please refer to the attached modified model.(Please visit the site to view this file)
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