German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish It is always a problem by the relevant administration in the slabs with two sides that are in the extension and similar large-span slabs. In this type of flooring, they take ln/12 as direct console flooring. In the calculation, we take the bottom and top flat, increase the floor thickness and reinforcements and move to the safer side. At least we think we passed 
but in this type of flooring more than 1.80 mt, the administration always causes problems and often ridiculous solutions (!) are produced. When we want to cross the floor with a beam on the floor in the picture, they cause this problem at this time, since you cannot pass 2.90 mt of cantilever beam 25/60. (When we make deflection 8mm reinforcements 5fi14 (top). Do we think of any wrongs especially in this type of flooring or are there any methods you know? Good day
but in this type of flooring more than 1.80 mt, the administration always causes problems and often ridiculous solutions (!) are produced. When we want to cross the floor with a beam on the floor in the picture, they cause this problem at this time, since you cannot pass 2.90 mt of cantilever beam 25/60. (When we make deflection 8mm reinforcements 5fi14 (top). Do we think of any wrongs especially in this type of flooring or are there any methods you know? Good day