Hello, Static calculations and sizing of toothed slabs to find the cross-section effects are done like beams. The teeth we define as typical teeth in the program are the beams of the toothed flooring that will be taken into account in the calculation. We specify a typical tooth with the command "Set Typical Beam" of rib teeth. Each rib slab can have two typical teeth. Thus, different openings can be calculated for slabs with different geometries, such as L-type. If the typical teeth of two adjacent ribs do not align, the teeth will not be continuous. For this reason, when defining the teeth, the spacing of the teeth should be chosen to match each other and the typical teeth should be balanced to ensure continuity. The calculation of toothed floors is made by solving typical beams. The drawings are the openings of typical beams and the rib slabs are shown on the mold plan. Top teeth on the plate remaining on the rib Distribution reinforcement is placed perpendicular to e."gencideci":3fuzul52" said:Can you inform us what is typical beam?