Distribution of slab load on beams

mahir58

mahir58

New Member
EASY TO EVERYONE. AS SHOWN IN THE PICTURES I SENT, THE EFFECT OF FLOOR LOAD WAS EFFECTED ON THE BEAMS WHERE THE RIBBON BEAMS ARE APPROXIMATELY ON THE FRAMED FLOORING. WHAT IS THE REASON OF THIS?
 
I think you asked this question because you think that the load should be transferred from the 10cm thick plate on the hollow floor slab. After all, because it is reinforced concrete, there will be a load transfer from here. However, since it does not mean much in practice, the calculations are made according to the direction of the rib beams.
 
If you include the floors as finite elements in your calculation model with the semi-rigid diaphragm option, you will see that those beams also take a very, very small load.
 
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