Punching analysis underneath T-beams

[Jan]

Dear Team,

For my bachelor’s thesis, I’m using Sofistik to design flat slabs. I have encountered a problem with the punching shear verification, as often there is no DUST verification provided for columns under beams (see attached image). How can this be resolved?
Alternatively, I would retrieve the support forces myself; however, in the plot of the support forces (whether node or line values), I cannot insert any cuts, which significantly complicates the work.

Thank you in advance!
Best regards,
Jan

[mico]

I guess punching (I would rather say shear) in slab with beam is not covered by code check. This is because shear flow is quite diffrent - the most of shear goes into beam.