Beam at landing level

[iek58]

hello, in the attached project, I made a definition of beams corresponding to the landings (I converted it from a curtain to a beam). but it gave floor level error in geometry control. 1- I defined tiling while in curtain. Do you mind if I continue in the same way (with the geometry error)? 2- I want to define the slab edge from the axes (2) that appear on the 3rd floor, but the program does not see the edge of the slab and tries to define a slab for the entire stairwell. how can i overcome this? 3- When I want to define the slab edge from the axes (1) that appear on the 3rd floor, I get the error slab edge-beam overlaps and slab thickness is insufficient. how can i overcome this? or while the landing floors are in place, what is an option for me to define beams with minimum dimensions to the floor level on the Z 1 2 3 floors? however, I get a warning[/b] on 6 tiles double reinforcement is required in the build summary. As far as I've researched on the forum, this is an error caused by modeling errors. I solved a few of them by correcting the modeling, but I could not solve these 6 errors. I will be glad if you help.

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best regards...

 

[Levent Özpak]

Hello, -3. For the upper edge of the D44 slab, with its name on the floor, define the slab edge of the K78 beam one cm. You can draw from the outside. In this case, the "slab edge beam overlap" will not give a warning in the geometry check. The D44 tile will also form correctly. -The minimum thickness warning in the D44 slab is due to the slab 2 reinforcement type being console and the thickness control being made according to the console slab conditions. You will not receive a minimum thickness warning if the rebar type is set as "top + flat bottom" rebar. -For the upper edge of the D44 slab, you can define a beam instead of a slab edge. The double reinforcement warning in slabs is due to the "Consider in-plane forces in slab design" line being checked in the Analysis Settings/General Settings Tab. The problem can be solved by arranging floor reinforcement types as flat reinforcement at the top + bottom. Good work