HELP About Carrier System

We do not know how many floors it has, I think it is multi-storey. We do not know if there are limiting elements in the basement or other floors. We do not know what type of carrier system you will use. (ribbed, plate, non-beamed, cassette, mixed, etc.) In this framework, the things I can say only from the plan of an architectural floor: The X direction generally forms a frame. Although the Y direction is the short direction, the frame formation is not sufficient. I think almost all frames will be single span. Continuities are missing, curtains are not very integrated with the system. In this case, it is certain that you will have problems with the beams between the curtains. I wish you had placed the curtains in the y direction (x direction if possible) on the outer axis of the building, for example on the corners of the balconies. It is not very pleasant for the column to make teeth on the balcony when the conditions are difficult by making such a large balcony. If you think as you did in the section about Question 2, it means that you will not connect one of the columns in the y direction anyway?! The horizontal beam issue is a separate problem. Maybe you can get rid of some things if you do it ribbed. But if you do classical flooring, you will probably be stuck with the beam height requirement of the regulation. Good work. Sent from my N. YILMAZ SM-T800 using Tapatalk
 
"huseyinakkus56":3e2hgddm" said:
Hello.. Can you help with the questions I have stated in the appendix?
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If you are thinking of solving the system with slab flooring, you may experience some problems in terms of both architectural aesthetics and statics. There will be hanging beams in the entrance and hall sections. This is not a desirable situation. This is valid for balconies, the columns are not aligned anyway. There will be stud beams at the points close to the columns and curtains in the plate system. These also mean additional shear force. It seems more correct to consider the entire system as threaded flooring. you can eliminate it by increasing its rigidity but you don't have much chance to comment on the record Sent from my SM-A320F using Tapatalk
 
Hello Mr. NYILMAZ.. First of all, I gave incomplete information; Let me wrap it up: B+Z+6 floors. I'm thinking of laying slabs (balconies hollow blocks). C30 concrete. As far as he saved, I think beams 30/50, Floor thickness: 15 cm (balcony 12). No limiting elements in basement or other floors. - I can throw curtains on every four balconies in the Y direction (I can turn the column in the middle of the balcony into a curtain). - The balconies are large; The colon inevitably makes teeth on the balcony. If I do it in a way that does not give teeth, the output will be 280. Do you have any other suggestions; without teeth? - I can throw a beam from one of the columns related to Question-2, but if I throw a beam, the beam I throw will split the beam it is mounted on and short beams will form. Which do you think is more suitable? - Do you think I will be able to solve the case that the frame consists of 3 deep and 1 pillow beam, if I make the pillow beam depth 36 cm (it will give 4 cm teeth on the balcony, but it can be solved)
 
Thank you for your suggestion on ganymede. - Since the entrance and hall will be made of suspended ceiling, it is not very important that the beam gives teeth. - I will try not to make stud beams near columns and curtains. I am thinking of transferring the wall load to the floor and not throwing beams (as far as it is; if necessary, I will of course) It seems that it would be better to have Hollow Hole in general as you suggested. Because I try to throw beams as deep as I can even if it is hollow block, although the relevant administration objects. . (Asmolense says they should all be pillows, and if it's slabs, they should all be deep (except for the stairs, elevator area))
 
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