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Turkish Ahmet Merih ERKAN
New Member
Friends, as you can see in my project, a roof eaves is requested in front of the hollow balcony slab. I did not define flooring for that part in the first project I drew, but a correction was reported from the building inspection regarding the incompatibility with the roof eaves on the 3rd floor. How to propose a solution for this issue I made a drawing, but it was very illogical. I crossed the hollow beam with a cross beam from column to column, but in order to define the roof eaves, I need to get cantilever beams from two columns and connect them, or as you can see in the drawing, I have to define a separate slab edge and cut the 7 cm hollow slab to 10 cm. thick eaves floor, where the roof load comes to the hollow floor and I carry the cantilever floor to the cantilever floor. In any case, the solutions I made did not come to my mind, I am waiting for your valuable opinions on the subject. Note, the cantilever part of the roof eaves is 370 cm in the X direction and 305 cm in the Y direction from the balcony 50 cm in the X direction and 74 cm in the Y direction Project link
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Best regards,