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How to pin joins for pipe?
Hii'am beginner for staad pro. I would like to implement a section of the pin joints.Please teach to me.
View ArticleRE: [Question] Make node for box web plate?
Can i offset? It's correct? Y-> 550, Z-> 275
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[Question] Make node for box web plate?
Sorry i'm beginner.Node, as shown below, I need to create a node.How do I create a node?Please some teach to me.
View ArticleRE: [Question] Make node for box web plate?
if you know the exact new coordinate, you can simply copy the reference node (Ctrl+C) and paste it (Ctrl+V) then fill the new coordinate values of the expected node on the X / Y /Z form relative from...
View ArticleSteel Composite Column in STAAD Pro.
Dear Staad expert,I need to model a Steel Composite Column in STAAD Pro (an H beam encased with reinforced concrete or HSS filled with concrete), is this possible or not? I have searched the help file...
View ArticleRE: Information and experience with ProSteel and ProStructures etc.
Yes, ProStructures is the collection of ProSteel and ProConcrete. ProSteel, in particular, is very widely used not just in the US, but in Canada, Germany and Australia just to name a few. I think...
View ArticleInformation and experience with ProSteel and ProStructures etc.
We are an engineering consultant firm and are used to work with MicroStation and Bentley Civil Products.We plan to expand our design tools to include the Pro-series of software and before we start we...
View ArticleRE: SHEAR WALL DESIGN ERROR.
Dear Er.Arunkumar,If the thickness is restricted then is there any solution to avoid this message?Thanks for your reply.With warm regards,T.Rangarajan.
View ArticleSHEAR WALL DESIGN ERROR.
Sir,I have modeled a achitectural projet in which the column size is 230x1150 mm. Since the column size exceeds the codal provisions modeled the column as a shear wall. The analysis ran successfully...
View ArticleRE: RAM slab self weight assignment
Hello, I am wondering , could you, please, give me an update regarding the two uploaded files on Bentley server with the issue described in the treads that reactions from dead load and live load ,...
View ArticleRE: STAAD.Pro SS5 - Response spectrum Issue
Thanks Sye for the answer. I however do not see how it explains the triangular shape of the force diagram for a brace or column (passing by 0 at the center) when not specifiying the signed response....
View ArticleRE: RAM Beam Designing Composite Decks to Different Minimum Composite Action...
I would set your criteria, run the model and freeze the members you want,. Then change the criteria and re-run the model, freezing the rest of the designs. Make sure your preference is set to use the...
View ArticleRAM Beam Designing Composite Decks to Different Minimum Composite Action...
I was wondering if there was a way to design girders with a different minimum composite action than my joists. Currently I have the minimum set at 25% for all beams but I want the girders to be...
View ArticleRE: RAM slab self weight assignment
I looked at the files this morning (remember, we don't get any notification when you upload files, so a reminder post is required).In try box.rss, the slab is 2-way, but only 0.2mm thick, I think you...
View ArticleRE: STAAD Pro V8i_Finding Global shear force from plate
In STAAD.Pro, there is a Results along line feature that allows one to cut a line through a slab along any direction. The software is able to plot moments and shears along that line. In the online help...
View ArticleSTAAD Pro V8i_Finding Global shear force from plate
1) I am presently having a plate model with irregular quadrilateral plates (nor square / rectangle) which was created using STAAD Pro V8i software,2) From which I can get both Mx & My (for both...
View ArticleRE: RAM slab self weight assignment
Thank you for the help. Yes, intention was to have 200 mm slab not 0.2mm.
View ArticleSTAAD.pro Global Statics Equilibrium Problem
Hello,I am having some problems with a model I am trying to run for deflection purposes. The structure is a steel plate girder bridge with a composite concrete deck. I originally had the full...
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