RE: Beam Splice question
Joint design is not done by Staad.Pro. RAM Connection is the specialized software for connection design.
View ArticleRE: Beam Splice question
ok, In such case, i am using i beam from 12meter long, i am strengthening the beam at mid point using some additional plate. In staad pro what can i do, to strengthen that midpoint.
View ArticleRE: Beam Splice question
You may use web stiffeners for this purpose. In the steel design command, there will be a design parameter for specifying wen stiffener.
View ArticleRE: Beam Splice question
This command is available in which code. I am using IS:800 design.
View ArticleBeam Splice question
I would like to use the BS connection module with plate extension (down) and only two bolts within the flanges. The module is set up for two rows of bolts (total 4) between the flanges plus the bolts...
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RE: Staad Pro Column Design Result
I saw your model and the explanation I provided in my earlier thread holds good for this model. I could see the flexure developed in the column...
View ArticleRE: E.O.T column
Go to Tools>>Create User table>>New table>>I section>> Add new Property.From here, you can assign tapered properties.All the design codes present in Staad does not design...
View ArticleRE: E.O.T column
In this column, Cross section area is varying from Top to Bottom, Then How to Implement in user table.
View ArticleE.O.T column
How to create a Taper Build-up section column in staad pro.Please find the attachment for reference.
View Article1. please explain the input specifications for seismic analysis of a...
1 Please explain the input specifications for seismic analysis of R.c.C. frame using SRSS method and or CQC method.2. Up to what ratio of column length to width the staad will give the design results?...
View ArticleRE: 1. please explain the input specifications for seismic analysis of a...
Answer to Q-1. Please refer to the attached model. It contains commands for IS:1893 Response Spectrum method of analysis. Answer to Q-2. The program doesn’t have any restriction on the column length to...
View ArticleRE: Warning - Property for member duplicated. last value used
The suggestion by Shany is right, but the method to remove the error completely can be simplified. To eliminate the error, try this procedure1. In the GUI, go to the properties tab. From the first...
View ArticleWind Load Application
Not sure where is the proper location to ask a question but I have a general question regarding wind load application. I have seen a couple of possibilities such as uniform member loads or floor load...
View ArticleRE: Wind Load Application
I assume this is a STAAD.pro question, but I think I can answer in general terms. If the wind loads are applied to a floor, then the (rigid) diaphragm itself probably transfers the forces into the...
View ArticleRE: Wind Load Application
Yes it is a STAAD.pro question and thank you very much for taking the time to answer it. What I have found with my check was that the higher ratios were associated with the application of the load...
View ArticleRE: A question for staad analysis output of concrete design & concrete design...
Did not find any attachment with the post but in general I would go with the batch mode results ( analysis output ) when it comes to the US code. The interactive design mode does not have the latest...
View ArticleRE: Retaining the STAAD Input Editor in STAAD.X
Expanded the options slightly to better capture the user feedback. Thanks to all who expressed their opinion. If you have any additional comments, please feel free to post as well
View ArticleRE: Staad Pro Column Design Result
hi sir Geeky,is there any way to minimize this kind of scenario? that the steel reinf of column is greater than the lower column?rekcah
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