RE: How to model a corrugated steel plate
Thank you for your reply. I will try your suggestions. Riccardo
View ArticleHow to model a corrugated steel plate
I have to model a corrugated steel plate. I would like to use plate or surface elements. How can I do it?It is possible to change the stiffness parameters of the plate or surfaces elements?Thank...
View ArticleRE: WARNING
Sir, I am getting a warning about the soft material due to dummy. Is it negligible?
View ArticleRE: RAM Connection- deign beam splice of equal strength to base beam?
The yield strength of the beam, or some user-specified moment strength based on flexural-torsional buckling? Are you thinking of Ram Connection stand alone or one of the integrated modes? I assume the...
View ArticleRAM Connection- deign beam splice of equal strength to base beam?
I need to specify some generic connections in a frame work, rather than quantify the loads at each connection we would like to provide a single bolted beam splice that is of equal (or slightly greater)...
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RE: RAM CONNECTION
First note that with STAAD.pro 20.07.11.70 we updated the embedded version of Ram Connection. 1. In STAAD.pro, assign the first connection to the joint (e.g. a flange plate moment connection). Then...
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how can i add new anchor bolt in ram connection standalone?
hi i want to design base plate but i want use some new anchor bolt with new diameter but i cant change or add any to this! could you mind help me! thnx
View ArticleRE: Subject: STAAD 3D MODEL Design Check With respect to IS:800-2007( lsd)
Dear Mr. Rao, Both the input files you have uploaded are identical, so we are proceeding with any one of them. I need to understand the issue with reference to the member numbers. Can you please...
View ArticleRE: PLATE PROPERTIES ASSIGN
Can you please use the Check for Duplicate Plates under the Tools menu. I suggest you to upload the input file here to have a detailed look.
View ArticlePLATE PROPERTIES ASSIGN
I've modelled a prefabricated cabin with STAAD.PRO and everything was almost good since something has happened. I ave two different kind of plate. One (floor plate) is 5mm thick and the other one is...
View ArticleEuro Code steel design for tapered members
Dear SirOne of my project is calling for Euro code design for steel frames with tapered steel members property. ( builtup 3 plate staight members)Is it possible to do anlysis and design in staad by...
View ArticleAnalysis of Foundations Subjected to Dynamic Loads
Hello,I would just like to make a query regarding the most effective way of modelling the dynamic loads exerted by a machinery to a block foundation. As per vendor data, the dynamic loads are at a...
View ArticleRE: Euro Code steel design for tapered members
Hi Kishor, Please be informed, that the design of tapered sections is not available as per Eurocode. Regards, Andrej
View ArticleRE: RAM Connection- deign beam splice of equal strength to base beam?
As some more background this is for a sub sea frame, all relatively shot members so yield rather than buckling- the frame members have been designed but the operations side want to make large sections...
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RE: RAM Concept - Initial Service design
Dear Karl. Thanks a lot for your answer.You’ve referred to the manual chapter from the British Standard. I am designing to the Eurocode and the chapter there, dealing with Initial design, states the...
View ArticleRE: RAM Concept - Mat Slab on grade - Reinforcement
1. I actually think now it's considered a "structural slab" per 10.5.4 and R10.5.4, so it does need checked for temperature and shrinkage reinforcement minimums. However, RAM Concept does not appear to...
View ArticleRAM Concept - Mat Slab on grade - Reinforcement
I'm working on a mat slab on grade to support a silo at a concrete batch plant and wanted to model the slab in RAM Concept.1. Our model for a slab on grade has flagged ACI318 section 7.12. Per ACI318...
View ArticleRE: Analysis of Foundations Subjected to Dynamic Loads
May I ask if you have another way of doing this?
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