Design of Weld Connection for Angle using RAM Connection
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/47073914_2D00_SW_2D00_CV_2D00_CALC_2D00_MOD_2D00_102_2D00_R5.std:940:0]Hi , I have attached the STAAD model of a bracket which is...
View ArticleRE: RAM Frame vs Concrete for Vertical Forces in Bearing Walls
I believe its now uploaded. The wall with the most significant difference is Wall #22 (top 4th floor, bottom 3rd floor). Sorry to add on to this, but is there any information about how vertical loads...
View ArticleRE: Beam Column Flange connection
Similar to your other post, Ram Connection is regretfully limited to joints where the beams are Wide Flanges, so I don't see any way to fully design this joint yet.
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Beam Column Flange connection
Hi,I use STAAD.Pro with RAM connection license.Can you help me design the connection for the attached model?I am trying to use BCF option for connection with boom and column glange with a n endplate. I...
View ArticleRE: RAM Frame vs Concrete for Vertical Forces in Bearing Walls
I'm not seeing the file on Sharefile. What's the file name you used? Regarding pilasters, see this post: communities.bentley.com/.../ram-ss-walls-faq
View ArticleRE: RAM Frame vs Concrete for Vertical Forces in Bearing Walls
the file is called 508 Diversey - 20151020 HJH. I just uploaded it again. I think.
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RE: RAM Frame vs Concrete for Vertical Forces in Bearing Walls
Still not seeing it I'm afraid. If you want to try another way use the ftp site. The ftp site is an open drop box, anyone can drop or paste files there but you cannot see the contents.If you want to...
View ArticleRE: RAM Frame vs Concrete for Vertical Forces in Bearing Walls
I uploaded the file to the ftp site -- its called 508 Diversey - 20151020 HJH. Again, the wall in question is wall #22 (top 4th floor, bottom 3rd floor). I played around with the model three different...
View ArticleRE: RAM Frame vs Concrete for Vertical Forces in Bearing Walls
Got it, thanks. Take a look at the deflected shape of the Dead Load case in Ram Frame for the full height model. You'll see it leaning to the west something like 1.3" at the top. This is due to a...
View ArticleRAM Frame vs Concrete for Vertical Forces in Bearing Walls
I'm trying to determine axial dead, live, and snow loads on concrete bearing walls with a one-way slab-on-deck. The results in RAM Frame using Reports>Member Forces are significantly different than...
View ArticleRE: Elastic Mat Foundation Problem
Yes. Results became correct when i combine the primary loads with repeat loads. Thank you very much !!!
View ArticleRE: Cable Analysis
Thanx a ton for your reply Mr Sye. General manager of our company want to have a word with you for more clarification on topic. Can we have your skype Id or Lync Id? Or any other way of communicating...
View ArticleCable Analysis
Hello Everyone,I am designing Houston rings. Anyone can help me in cable analysis? Only Cable tension command should be given or Member tension along with Cable tension?What is initial tension...
View ArticleWind Load application for Hipped and Valley roof
Dear All,Greetings,Directly i am coming to my point, Here i can brief you my query.I have to design a hipped and valley roof for a villa project. I would like to apply wind load by giving wind...
View ArticleRE: unable to activate rss feed connection
If your PC's Operating Systems is Windows XP, Make sure Service Pack 3 was installed. Note that any release later than STAAD.Pro SS5 20,07.10.41 is not compatible to Windows XP operating system.
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unable to activate rss feed connection
i am a first time user and when i started stadd pro i caught up with this error.i even installed the bentleyrss.msi file and that too didn't worked
View ArticleRE: SELFWEIGHT warning issue in Series 5
This is a known issue and already reported for the developers to be fixed. The warning message is erroneously reported whenever a repeat load contains two or more selfweight load items. The actual load...
View ArticleSELFWEIGHT warning issue in Series 5
Hello,i used Staadpro SELECT Series 5, 20.07.10.65. before, i used Series 1, 20.07.06.35.when i ran the analysis in series 1, it contained only 1 warning. but in series 5, it contained 96 warnings in...
View ArticleStaadPro ERROR 41: "NOT ENOUGH MEMORY TO START ANALYSIS"
My StaadPro model doesn't perform the analysis due to the above-mentioned error.First I had an error regarding the allocated memory so I increases it to 300 using MEMORY 300Please help me on the issue...
View ArticleRE: Time history analysis using Solid elements
Please see these Be Communities posts on blast loading:communities.bentley.com/.../49708.aspxcommunities.bentley.com/.../94237.aspxcommunities.bentley.com/.../96036.aspx
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