diaphragm for hollow core slab
diaphragm for hollow core slab
(OP)
when i have hollow core slab and cast in situ slab , does Etabs take the diaphragm correctly ? , apparently modeling the hollow core slab have some issue in Etabs because he only take the nodes ,
anyone have an Idea about this
anyone have an Idea about this





RE: diaphragm for hollow core slab
Are you able to model and analyze hollow core slab in ETABS? Thanks