RE: Brackets in Staad.Pro
There is no element type “HAUNCH” in STAAD.Pro. A relatively simpler way would be to break the beam and the column into segments where the haunch member is connected and then assign a higher equivalent...
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RE: How to Refine Mesh in RAM Concept by using point support and line support?
The program will always attempt to mesh a line of nodes to a line support or a line spring similar to what it does with a wall center line. Likewise, the program will always mesh a single node or...
View ArticleHow to Refine Mesh in RAM Concept by using point support and line support?
Hello everyone,As explained in the manual of RAM Concept, Chapter 18 section 18.2, you can refine your mesh by using point support and line supports. This can be done after you have input your design...
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RE: Brackets in Staad.Pro
One of the other programs that has an explicit tool for creating haunches is Ram Elements, though the steel design of haunched members there is limited to the BS 5950 and AS 4100 codes.Hopefully we can...
View ArticleBrackets in Staad.Pro
I am working with some frames that I consider they need to be strengthened with some brackets in the joints of the column and the roof beams (see the attached picture). I know that it is possible in...
View ArticleRE: MODELLING A SLAB DECK WITH PIER.
You had defined master slave joints between the top and bottom of the column which would make the column completely rigid which does not seem right. Moreover defining supports at slaved degree of...
View ArticleMODELLING A SLAB DECK WITH PIER.
I am trying to model a slab superstructure with a pier. The maximum bending moment at support is on the beam connecting the pier and not equally distriduted. Kindly help.
View Article[STAAD.Pro] Adding stiffener to section
How to determine stiffeners to the beam section in STAAD.Pro?Does it support C section?If it's neither quite explicit nor easy thing to do, any workaround would be highly appreciated.Thanks!!!!
View ArticleStaad Pro Learning Document
I'm currently learning Staad.pro from : STAAD.Pro - General Structural Designer »In the videos , there is a training manual named : STAADProV8i Advanced Training .pdf where to get this Training manual...
View ArticleRE: RCC column design
Dear Sirs, Sorry for digging up such an old topic. But I came across this thread on searching for this warning. I am confused by this response. Theoretically, I would assume that if the warning is...
View ArticleRCC column design
Dear sir, What does it mean when the out put of staad for column design says that " The number of iterations exceeded 500" ? regards ramakumar
View ArticleRE: Variable cross section beam in Staad.Pro
Can you include some figures to illustrate what you are asking about?
View ArticleRE: Stress and Deflection check in post processing
Specify the ALLOY parameter with a value 39. See section 20A.4 of the International codes manual.Note that this parameter is meant solely for design per the American Aluminum code in STAAD. If does not...
View ArticleRE: How to Refine Mesh in RAM Concept by using point support and line support?
So your are suggesting is not recommended applying a point/line support to refine the mesh.
View ArticleRE: Variable cross section beam in Staad.Pro
There you have the section I want in the start of the beam and in the end I want a IPE 550.Thanks
View ArticleRE: Checking members with steel design
The checking I don't want to be done is the lateral-torsional buckling. Thanks
View ArticleChecking members with steel design
Hello!I am checking some steel members with the EC3. But I don't want they to be checked for buckling. How can I do it? Thanks in advance.
View ArticleRE: How to Refine Mesh in RAM Concept by using point support and line support?
I like to use a soft spring only because of visibility. A point or line support works just as well, but if you don't provide restraint for any of the degrees of freedom, those supports have no icon and...
View ArticleRE: 1. please explain the input specifications for seismic analysis of a...
Dear SirI have not yet recd the answer to my above querry. please reply ASAP
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