RE: US CODE
You can find technical documentation on all design codes implemented in STAAD.Pro in the Technical Reference Manual or International Design Codes Manual which can be found by going to Help ->...
View ArticleRE: Modeling a plate girder
Thank you very much, I will go through the help contents. Thanks again.
View ArticleRC Column Design Results
In older version of OpenStaad i used GetRCColumnDesignResults to get the As value of the Column.Now i am unable to do that.Can anyone help me regarding that
View ArticleRE: Problem in creating object with STAAD (I am using STAAD PRo. select...
Did you get any solution. I am also stuck here
View ArticleProblem in creating object with STAAD (I am using STAAD PRo. select series 4)...
Dear All,Please help me in my VBA Code. I am getting an error message as Active X can't Create object.It is a very useful file to me and I needed this in very urgent,I am pasting my code over here...
View ArticleWARNINGS ON TRUSS
          GOOD EVENING. how can I resolved this problem?   at coordinates:       1.9091E+00 1.2273E+00 -1.1000E+01 ignored.thanks for the help! :)
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STAAD: How to Implement concrete cracked section on Shear walls modeled as...
Good morning,ASCE 7-10, Section 12.7.3 requires that stiffness properties of concrete elements shall consider effects of cracked section. I understand that one way to do this is use an E (modulus of...
View ArticleRE: Discrepancy in design of shear connection through Ram Connection software
Modestas, two things. 1) Zp is the distance between weld and first line of bolts. It's a user input so how can there be a "correct" value? Besides both of the files that Amit attached had 55mm in the...
View ArticleRE: Discrepancy in design of shear connection through Ram Connection software
On point 2, we are switching all of our products to have a consistent update notifications through the CONNECT Client, but some of the products that had an older update notification services like Ram...
View ArticleDiscrepancy in design of shear connection through Ram Connection software
Dear Sir/Madam, We as a Technipfmc limited using your softwares Staad Pro and Ram Connection.There is a discrepancy in the design of Shear Connection in same version of Ram Connection(Ram Connection...
View ArticleRE: Discrepancy in design of shear connection through Ram Connection software
Seth, is it not at least possible to remove "Check for updates" in the software that it doesn't work in? Or at least have it say that this feature is not working if the Update button his clicked....
View ArticleRE: Discrepancy in design of shear connection through Ram Connection software
zp is a distance between the bolt line and the weld line in the single plate. In the case of extended plates (beam to column web connection with stiffener), this is the distance between the bolt line...
View ArticleRE: Discrepancy in design of shear connection through Ram Connection software
No way to take a feature out of a program that's already installed, but I can direct the PM to add a note in the RSS news feed at least.
View ArticleRE: STAAD: How to Implement concrete cracked section on Shear walls modeled...
Please go through the following wikicommunities.bentley.com/.../21656.accounting-for-cracked-concrete-section
View ArticleRE: How to create dummy beams in staad to create a cantilever slab?
No I need to use beams only & not use plate or mesh.
View ArticleRE: how to create a cantilever slab without using slab or meshing ?
I want to create slab using beams only & add self weight of slab separately. I don't want to use platea/meshing etc.
View ArticleBEAMS and columns failure
Section fails while designing section: 0.0 mm WARNING:Exceeds maxm. permissible tensile steel %please help me on thisSTAAD SPACE DXF IMPORT OF PLANDXF.DXFSTART JOB INFORMATIONENGINEER DATE 31-Jan-17END...
View ArticleRE: Most of my beams and some coloumns in this attached file fails showing,...
Hi, I hope this is related to the following post:communities.bentley.com/.../132757 Please click on the link to see suggested answer.
View ArticleMost of my beams and some coloumns in this attached file fails showing,...
WARNING:Section fails while designing section: 0.0 mmExceeds maxm. permissible tensile steel %
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