In hollow floor systems, there is no sub-reinforcement in console-operated floors and municipalities generally want them. My second question is why they do not provide all floor expansions in rib expansions.
there is no sub-reinforcement in floor-standing systems in cantilevered floors, and municipalities generally want them. My second question is why they do not provide all floor openings in rib openings. Thanks in advance for your answers
it may be because the slab is not continuous with another ribbed slab. A single cantilever ribbed slab without continuity cannot be defined in the program. The protrusion can be created in a closed way or the direction of the ribs can be changed. 2-Rib calculation beam (typical beam) is not defined.
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