Hi,
Is it possible to use a steel hollow section as the beam member when designing a column-beam connection in Robot Structural Analysis 2012 Pro?
According to online user guide (link below), hollow sections seem to only be available for column members of base connections.
http://docs.autodesk.com/RSA/2012/ENU/filesROBOT/GUID-435C42C0-C4E8-4970-B78E-A52E21B08C6-1058.htm
Any help is much appreicated,
Thanks
Solved! Go to Solution.
Solved by Artur.Kosakowski. Go to Solution.
No, this is not possible. The easiest way of checking the available section types for particular connection is to check which of the parametric section icons are not grayed out as shown on the attached picture.
If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.
Hi Artur,
Thanks for getting back to me so quickly. That's a pity. Was hoping for some work around.
Possible future feature!
Thanks again,
James.
hello
I am interested in designing a steel connection with a double H profile. It's for a base column.
I don't have it available on robot, i can only design a I profile or a tube.
Neither the user defined compound won't work.
What should i do ?
Thank you
Ruxandra
Hello
I need to calculate a base plate for a steel column a double HEB
It is not availabe in the section selection.
Is there any possibility to have this calcul done ?
Thank you
With such section not being supported you may try to use the user defined structural tube and stiffeners instead if this is acceptable for you.
If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.
Hi,
I am looking for connection design for HSS column to W section BEam. However in the Robot I am not able to find the HSS section for column. I have attached screen shot of the database for columns available in Robot . So can you please help me out
For this connection type structural tubes are not supported.
Hi,
I have attached scenorio for the HSS column to W Beam section. can you please help me out in steel connection for the same.
Thanks,
Sampath
You can use structural tubes as profiles for beams and columns but they are not supported for the connection type you would like to use.
Thank you for the support,
i tried doing that but i am unable to click on the different shapes. I have attached screen shot of the issue
Apparently I haven't managed to state that clearly enough. You can use both types of profiles in the model (see the attached picture) but structural tubes (HSS) are not supported in the connection module of Robot for beam to column web connection so you cannot select them from the connection definition dialog.
Arthur, i saw users observation regarding Hollow section column and I beams connection in robot . I m aware that robot cant support these types of connections. instead Advance streel opnce exported the analysies output and model from robot can perform the connections that Robot cant support? in office we are planning to aquire Advance steel.
1.I already installed Advanced steel using Autodesk community licence but the ADVANCE REVIT STEEL EXTENSION after installing it DOES NOT appear AS PLUG-IN in Revit.
2.In the meantime any tip you can give to speed up the hollow section colum to I beam connection production drawing?
I m aware we can "cheat" in Revit a bit but still time consuming.
Thanks,
Ernesto Cornwall
You can export RSA model to AS along with calculated forces in the way shown on this movie:
Then you can design connections for these forces in AS:
The RST to AS link can be downloaded from:
2.In the meantime any tip you can give to speed up the hollow section colum to I beam connection production drawing?
I'm not sure which program you want to use for generation of these drawings but assuming that it is either AS or Revit I'd suggest posting your question on their dedicated forums instead.
If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.
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