Basement Curtain and Eaves Deflection

[MustafaAkın20]

Hello, My first question, I drew the basement and infill curtains on the foundation without defining a separate floor, but when I try to delete some infill curtains, it also erases the floors. There is no problem when I draw one by one by trial and error. I draw the curtain, then if it wipes without upholstery, I leave it. But when these curtains are defined on a single floor, I guess they are interactive with the flooring. Because the D10 slab gave a thickness warning (>12.6 cm) when the basement and infill curtains were not scratched. It did not give a slab thickness warning after infill curtains. I couldn't figure out the logic. In my second question, there is a deflection problem on the 50 cm fringe. I define the connected beams in the console arrow. Do I need to make the fringe parted? There is no indentation, the room does not make sense. Thank you in advance for your support.

 

[Levent Özpak]

Hi, My first question is, I drew the basement and infill curtains on the foundation all the time without defining a separate floor, but when I try to erase some infill curtains, it also erases the tiles. When I draw one by one by trial and error, there is no problem. I draw the curtain and then wipe it without flooring. But when these infill curtains are defined in a single floor, I think they are interactive with the slab because the D10 slab gave a thickness warning (>12.6 cm) after the infill curtains did not draw. I could not figure out the logic.

Hello, Infill curtains After defining the beams and floors, after arranging the upper level value in the curtain settings appropriately (in your project, the upper level of the curtain is -280 cm.) define it. In this case, the curtains will not be connected to the floor slabs.

In my second question, 50 cm on the eaves there is a bias problem. I define the connected beams in the console arrow. Do I need to make the fringe parted? There is no indentation, the room does not make sense. Thank you in advance for your support.

Eaves slabs meet the conditions of "Ratios of No Deflection in Bending Elements (Height/Span)" given in TS 500 Table 13.1. You can analyze without ticking the "Always check deflection condition" line in the Slab Properties. Good work

 

[MustafaAkın20]

Thanks for your answer.