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Turkish large span (cantilever) balcony
- Thread starter xenix
- Start date
I wasn't actually going to reply, but I'll give my opinion anyway. ?! If the D03 flooring is going to be ribbed flooring, it is preferred that it be as in the current picture and the ribs are continuous. If the D03 tile is a classic tile, it seems more reasonable to be horizontal. I actually don't understand engineering at all. As I explained as a streaked pattern it looks better to me. ?! 
First of all, thanks for your answer The things that stuck in my head are as follows; 1- If the ribs are as in the picture, at least the upper bars can be extended to the floor, the lower bars will be stuck in the beam, since the flat beams will be weak compared to the normal beam, the load will decrease a bit. 2- When the ribs are horizontal, the flat beams will be subjected to an excessive load. How safe is the flat beam to work as a cantilever at such a distance anyway? (D03 tile will be dissolved as plaque)
The things that stuck in my head are as follows; 1- If the ribs are as in the picture, at least the upper bars can be extended to the floor, the lower bars will be stuck in the beam, since the flat beams will be weak compared to the normal beam, the load will decrease a bit. 2- When the ribs are horizontal, the flat beams will be subjected to an excessive load. How safe is the flat beam to work as a cantilever at such a distance anyway? (D03 tile will be dissolved as plaque)izmirlimuhendis
New Member
If D03 slab will be solved as slab, why don't you turn the beam to normal instead of horizontal."xenix":39ilesbe" said:first of all thanks for your reply