WT (Korean section) rendering issue
Hi everyone.Could someone verify the issue I am having? When you render a any T-section from Korean sections, it still shows H-section from where the T-section has been cut (I believe so). Is still...
View ArticleRE: Understanding non-linear supports application within Staad Pro
For load case 'UP_' , for both forces acting upward; one end of the beam remains connected to the end support. This should not be happening as both forces are COMPRESSION ONLY and beam should be lifted...
View ArticleUnderstanding non-linear supports application within Staad Pro
Hi,Please see attached model where I am trying to analyse a beam losely kept on top of transverse steel beams (not modelled) at both ends. Because there will not be any restraints and conncetivity...
View ArticleError in RAM Connection
Dear Bentley, when I try to open some types of connections, this error appears: "Access violation at address 10A1E73F in module 'ConnectionDesign.dll'. Read of address 00000000." After this error...
View ArticleWarning for Secondary & Primary beam sizes
Hi all,How if STAAD pro or STAAD X has an features where in it shows a warning to the user that the size of PRIMARY beam in SMALLER than SECONDARY beams.I invite all to join the discussion and let the...
View ArticleRE: How to assign slenderness value (Ly & Lz) in Truss
Hi,The LY and LZ are effective length of a member to calculate Slenderness Ratio for buckling about local Y axis and Z axis respectively. By default, program considers the member length as the...
View ArticleIssue on Tapered Tube in define member property
Dear Creator’sTapered tube in define property members is not designed, can anyone please fix this problem in staad pro v8i. In which code the tapered tube member performs design. Bentley members or...
View ArticleRE: Issue on Tapered Tube in define member property
Hi,Can you attach the relevant .std file?
View ArticleRE: How to assign slenderness value (Ly & Lz) in Truss
Dear suro,Thanks for your reply, sorry actually I don’t know behavior of the truss, buckling length along both axis will act as a whole truss or individual post to post…? How will be the behavior &...
View ArticleRE: Issue on Tapered Tube in define member property
Dear suro,Please find the attached staad filea nd please do the needfulThank youArun S
View Articlesteel equivalent
I am not able to perform pushover analysis as my STAAD model has concrete colomns. It is a rectangle section with .75m depth and .35 as width. I would like to know the steel equivalent of that. Its...
View ArticleRE: Non standard cross section
In STAAD.Pro, you can create a user defined section as--1. User table section: Go to Tools> Create User table > Select the section type and specify the property/geometry to create the section.2....
View ArticleNon standard cross section
HiI have to use a non standard I-profile which has non standard height, width and thickness relations. How can I use such profile in my analysis?Thanks
View ArticleRE: STAAD PRO SS4 , HOW TO CHANGE LOGO ON REPORT
1. communities.bentley.com/.../12197.aspx2. communities.bentley.com/.../9084.aspx3. I don't think that this can be removed.
View ArticleRE: How to assign slenderness value (Ly & Lz) in Truss
dear suro and bentley members looking for your reply...
View Article