Column-Beam Joint Cutting Control in Beamless Plate System

[MaFiAMaX]

Hello my dear colleagues, We sometimes make beams in the slab without beams. How necessary is the column-beam junction shear control in these beams? In other words, since it is a plate without beams, we are already penalizing and calculating the columns with hinges. In general, in this version, larger cuts come to the curtains. In other words, we solve our design without basing it on the frame system.