RE: Nodes moved position in Select Series 5 and 6
Can you please upload the model (.std file) and also upload few screen captures showing the difference in the two different version.
View ArticleNodes moved position in Select Series 5 and 6
We have recently started using Select Series 6 and after saving one of our models that was created in select series 4 we most of the nodes had moved (not by too much but significantly). Has anyone else...
View ArticleRE: Error in LEO file in RAM Connection Standalone 11?
It worked OK for me. The W.leo file in the folder mentioned above for me is one modified Oct 6 2015. I have admin rights to that folder. I have ram Connection 11.00.00.164 (Stand alone) on a Windows...
View ArticleRE: requesting a report on analysis and design of composite structure
STAAD.pro has some composite design capabilities, but only limited codes are supported. Check the program help contents - index - composite to see the documentation.Meanwhile, for a mid-rise composite...
View ArticleRE: TAPERED BEAM DESIGN OUTPUT
Hi Rajat, A follow up question regarding tapered steel section: How does STAAD calculate the deflection for this type of section (same image as above_Tapered)? I assume it will be based on individual...
View ArticleTAPERED BEAM DESIGN OUTPUT
I'm using tapered steel sections in STAAD PRO V8i and the design output has warning of "tapered beam design output restricted to track 0". My question is what is the design implication of this warning...
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LATERAL RESISTANCE OF JACK SYSTEM (ANALYSIS BY STAAD Pro)
Hi,Project: Jacking of Gantry Crane Structure for Installation of Additional Leg.Crane Selfweight = 600 TonsI end up modelling this kind of structure in STAAD Pro to determine if the whole system will...
View ArticleRE: Error in LEO file in RAM Connection Standalone 11?
In my folder C:\Program Files (x86)\Bentley\Engineering\RAM Connection.en\Leos is modifed Oct 6 2015 and the same you I still see many *leo files. I try reinstalled RAM Connection, RAM Element (RAM...
View ArticleProblem with Canadian Channel Sections
Dear All,When I use Canadian Channel Section, my structure results show a utilization ratio of ~0.5 but when I replace it American or Chinese Channel Section of same or even slightly greater thickness...
View ArticleRE: Pipe rack design confusion
Here is a vary informative discussion on the same topic: communities.bentley.com/.../221986 You may also want to check this Wiki post: communities.bentley.com/.../10724
View ArticlePipe rack design confusion
There is confusion about assigning UNT , UNB, Kx, Lx, Ky, Ly & Kz, Lz parameters.I have attached two different STAAD files.Please guide me where to use this command and Why...
View ArticleStaad(x)
Is Staad(X) still on track for a Q4 release this year? When should we expect to hear more about features/limitations, etc?
View ArticleRAM SS Output to Excel
Can anyone point me to some information on how to take RAM SS output into excel? I would like an easy way to copy the frame reactions report and possibly control point displacements but I have no idea...
View ArticleDeep Beam
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/DEEPBEAMPLATE.std:940:0]Dear Sir,In STAADPRO the design of DEEP beam is not possible since the program does not have the...
View ArticleRE: Nodes moved position in Select Series 5 and 6
This can happen if the BASE UNIT SYSTEM in which the model was original created, and the BASE UNIT SYSTEM in which it is subsequently edited are not the same. For example, if you created it when the...
View ArticleRE: RAM Structural System CONNECT?
It looks like you are already getting some help through a service request regarding the crashing. To answer the original question, the CONNECT edition is the latest in a release cycle. 14.07 was the...
View ArticleRAM Structural System CONNECT?
Is Ram Structural System CONNECT the newest version of RSS - or is it a premium version of it? I'm having difficulties with the program crashing and now receiving overage use charge notifications.
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RE: Editing point spring stiffnesses in RAM concept in tabular format
We don't generally allow data to be entered via tables in Ram Concept. A colleague of mine wrote a excel macro tool to allow users to input some data directly, but I don't think it will work for point...
View ArticleEditing point spring stiffnesses in RAM concept in tabular format
Is there a way in RAM concept of inputting point spring stiffness's values through editing a table or using an editor similar to STAAD Pro? I have a large amount of point springs to edit the stiffness...
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