Balcony flooring error

C

c30umsu

New Member
hello dear colleagues, I am new to static project. my problem ; 1) If you examine my attached project, I cannot define a balcony slab. welded from the beam but I could not figure it out. 2) Idecad always uses 8 gauge reinforcement in these balconies with spans. is this true? Or should we manually enter the console accessories with 14 or suitable accessories? Is there a situation that the program has presented to us in this direction? 3) Finally, if you examine my project (like balconies, stud beams, etc., it would be better if you do this) it will be very useful for me to understand my mistakes. Thanks in advance.
 
"c30umsu":3p1oxa1b" said:
hello dear colleagues, I am new to the static project. My problem is; 1) If you examine my attached project, I cannot identify the balcony slab. It is due to the beam, but I could not solve it. 2) Idecad always uses 8-gauge reinforcement in these span balconies. that's right. Is it? Thanks in advance
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Hello 1. There are route objects on the lower balcony side, a closed area is not created with the slab edge, so you cannot define the slab 2. The moment distribution changes depending on whether the edges of the console slab are restrained or not. Reinforcements account axis It is calculated in a way that corresponds to the moment found along the length of the slab. You can examine how much reinforcement is needed for the entire flooring.
 
hello, first of all, thank you for your answer, but I created a closed space. When I delete the k29 beam, I can create a slab, but I cannot create it with the k29 beam.
 
Thank you very much, I'm updating :) Is there a problem with the stud beams in my project, Hakan, is it appropriate?
 
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