Hi,
I 'd like to design a beam - column connection with a fin plate welded to CHS column and bolted to the web of a UC.
Is it something that can be done using the built in connections design tool in Staad pro because I didn't manage to find it as an option.
Please see the file attached.
Another question about the connections, if you could help. At the same file, I have designed the UC's connections as beam-girder end plate connections. Connections pass all checks but I got a warning about lateral torsional which seems logical. When I tick the relevant button, the warning disappears and the connections becomes green ( pass). May I ask you what does the program assume when I tick this button? Is it that the connections to the ends provide lateral restraint to the bottom flange? If I need to add further restraint to the centre of the beam t reduce the Lcr how do I put this section to the underside of the beam section? I've used the section position but it doesn't seem to work.
thanks,
EleniCS5SP floor frame fixed tee.STDCS5SP floor frame fixed tee.STDP