Torn floor analysis effect

K

kenangurler

New Member
Hello. Let me first say that I am a beginner to Idecad. That's why I can ask very simple questions on the forum sometimes, excuse me in advance. In a training video I followed, they finished a 13-storey reinforced concrete structure by analyzing the gaps in the floors without designing them. Then, chimney etc. over the sheet. They drew the blanks manually. Isn't this an error in analysis? Shouldn't analysis be done after half-space design? Thank you in advance for your help
 
Of course, the chimney gap at the corner of the 20x40 beam can be drawn by hand in a beamed slab. However, large gaps to be opened around the vertical carrier in the beamless slab may cause the building to collapse. Depending on the size of the gap and the type of carrier system, the engineer will determine whether the gaps should be taken into account or be considered constrictive, but carelessly and without taking precautions can sometimes cause brittle collapses. In the regulation, the A2 irregularity is on this issue.
 
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