Thank you sir
But how can I model the beams in ETABS? Should I design the beams as composite beam or it's better to design them as SCBF or OCBF to affect the seismic in them?
Hi , I'm designing a steel structure without secondary beams and want to use two-way slab for stories.
Should I define slab section as shell-thin or membrane?
How can I connect concrete slab to steel beams?