Beamless Slab System Drawing

[legasov]

Hello, I have not worked with beamless flooring before. Frankly, I don't know much about how to draw (how to put the column heads, what should be considered in the flooring...). I could not find any content related to drawing in the webinar videos on Youtube. How to draw a beamless tiled project in general and what are the points to be considered? I would be glad if you could give a brief information.

 

[Levent Özpak]

Hi, I haven't worked on beamless flooring before. Frankly, I don't know much about how to draw (how to put column headers, what should be considered in flooring...). I could not find any relevant content. How to draw a project with beamless slab in general and what are the points to be considered? I would be glad if you could give brief information. type "beamless flooring" should be selected. -Shears should be placed in both directions to meet the effects of earthquakes. (TBDY 2018 article 4.3.4.4) -Solution should be made according to the semi-rigid diaphragm method. -Punching reinforcement can be used from column and curtain features to overcome the punching problems. reinforcement drawings are not made automatically. Stapling reinforcement drawings can be created by examining the slab punching control report) - If a column head and/or table will be used, TS500 figure 11.3 and figure 11.4 should be examined for head and table dimensions. - Reinforcement type of floors should be arranged as flat reinforcement at the top + at the bottom. -For thickness and deflection controls, a model can be created by dividing the flooring system between the walls and columns by the flooring edges. Good work

 

[legasov]

Hi, I haven't worked on beamless flooring before. Frankly, I don't know much about how to draw (how to put the column heads, what should be considered in the flooring...). I could not find any content related to drawing in the webinar videos on Youtube. How to draw a beamless tiled project in general and what are the points to be considered? I would appreciate it if you could give brief information. -In the TBDY wizard /floor type "floor without beams" must be selected. - Curtains should be placed in both directions to meet the effects of earthquakes. (TBDY 2018 item 4.3.4.4) -Solution should be made according to the semi-rigid diaphragm method. -Punching reinforcement can be used from column and curtain features to overcome stapling problems. (Punching reinforcement drawings are not made automatically. Stapling reinforcement drawings can be created by examining the floor stapling control report) -If a column cap and/or table is to be used, TS500 figure 11.3 and figure 11.4 should be examined for head and table dimensions. - Reinforcement type of floors should be arranged as flat reinforcement at the top + at the bottom. -For thickness and deflection controls, a model can be created by dividing the flooring system between the walls and columns by the flooring edges. Good work

In practice, trestle reinforcements are used in floor slabs. It does not give automatic drawing in the program. Do I need to do manual drawing?

 

[Levent Özpak]

In the application, trestle reinforcements are used in floor slabs. The program does not provide automatic drawing. Do I have to draw manually?

Yes. Manual drawing is required.