The attached graphics show how I model the support, but I am not sure if it is correct or not.
I wonder if top flange and web have to be assigned pin support )U1=U2=U3=0) or not?
Thanks
By custom we include our names with our questions. Its part of a sense of community. A gesture to acknowledge that you're asking people to freely offer their advice and help.
The links below might help
Eng Toiolbox
https://www.engineeringtoolbox.com/continuous-beam-moment-reaction-support-forces-distributed-point-loads-d_1988.html
3 Span Beam 1
https://www.piping-designer.com/index.php/disciplines/civil/structural/2403-three-span-continuous-beam-equal-spans-uniformly-distributed-load
3 span beam 2
https://www.structuralbasics.com/3-span-continuous-beam/
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