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STAAD-PRO ( RAM Connection )
helloI have a question about the RAM connection ( STAAD PRO ) . How can we create a bracing between column and middle of the beam ,( Fig 1 , red coloured). please show me the steps for that. Thank...
View ArticleCan you post the STAAD.Pro SS6 Technical Reference Manual?
Please, Can you post the STAAD.Pro SS6 Technical Reference Manual?Thanks in advanced
View ArticleRE: ISM Issues
Hi Tim, Many of the beams on the 3rd floor of the RAM tutorial are T sections. Ism doesn't export T's from RAM. You can change those to rectangular sections to export them and then modify them to the...
View ArticleISM Issues
Concrete Beams are not exporting from RAM Model on "Create Repository". I'm using a copy of the tutorial model. Steel framing, decks, columns, slabs all go - just not the beams on level 3.Models and...
View ArticleRE: Simple Steel Lifting Frame Analysis. Please Help!
Hi Ricardo,For lifting analysis, you should use Non-linear cable analysis. Also you have used ground supports for frame which I removed as while lifting the only support should be the crane hook...
View ArticleRE: footing slab on piles modelling using Ram Concept
HiAndrej, Thanks a lot for your email. Actually I had modelled my footing slab that way similar to what you suggested. But I finally found the problem that lead to heavy reos: i.e., when I changed the...
View Articlefooting slab on piles modelling using Ram Concept
Hi there, I modelled a square footing slab on 4 piles using Ram concept "mat foundation", and found the results for the reo are conservative compared with RAPT's. So should I try using suspended floor...
View ArticleRE: CLEAR COVER
same clear cover in both mode for beam design, why it gives results different in both mode (means these gives " required area of steal" different in both modes )?
View ArticleRE: PLATE SELECTION VIA OPEN STAAD
Dear Sudip, Thanks for your kind reply and solution. Regards, PN
View ArticleRE: Can you post the STAAD.Pro SS6 Technical Reference Manual?
STAAD.Pro SS6 manuals can be downloaded from here: select.bentley.com/.../en
View ArticleRE: STAAD Steel Design - unable to create physical member
Please attach that STAAD.Pro model.
View ArticleRE: STAAD Steel Design - unable to create physical member
1. STAAD SPACE INPUT FILE: Test.STD 2. START JOB INFORMATION 3. ENGINEER DATE 02-DEC-14 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 2.237 0 0; 3 4.807 0...
View ArticleRE: STAAD Steel Design - unable to create physical member
Please copy and paste the input file from STAAD Editor. Thanks.
View ArticleRE: STAAD Steel Design - unable to create physical member
STAAD SPACE START JOB INFORMATION ENGINEER DATE 02-Dec-14 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 2.237 0 0; 3 4.807 0 0; 4 7.377 0 0; 5 9.947 0 0; 6 12.437 0 0; 7...
View ArticleRE: STAAD Steel Design - unable to create physical member
First of all, note that EN1993-1-1:2005 code in STAAD.Pro cannot design physical members. It is used for the design of analytical members only. If you still want to create physical members (which could...
View ArticleRE: STAAD Steel Design - unable to create physical member
Modestas, First of all, thanks for your help with this. I was aware that you cannot design physical members using Eurocode, the normal batch is checked to eurocode and I was planning on checking...
View ArticleRE: STAAD Steel Design - unable to create physical member
US design codes cannot check physical members in the batch mode as well. You would need to use the design parameters like LY, LZ, LX, UNT, UNB to set the appropriate member lengths during the...
View ArticleRE: STAAD Steel Design - unable to create physical member
I am using build 20.07.10.64, perhaps this is the issue. I shall look into it. As for the suggestion with the legs, I'll give it a go. Thanks for your assistance.
View ArticleSTAAD Steel Design - unable to create physical member
I am trying to create physical members in STAAD steel design, which works for most of the members I wish to create. However, when I try and combine some members into a physical member I get the...
View ArticleProblem with Bentley SELECT SERIES 4 AND SELECT SERIES 5
Hi, My name is Samrat Dutta. I am a structural Engineer of Stanetc, Edmonton, Canada. I am getting the different plate stress result in SELECT SERIES 4 AND SELECT SERIES 5 version for a same Staad...
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