Are the stair braces correct?

S

servany2

New Member
hello, I would like to ask about the points where I hesitated while doing the project, I would be glad if you could help me - is the stair bracing correct? -Because of the plate thickness around the eaves, is it necessary to take into account the error of beam height 3 times ... -In the K12 beam (75/32), when throwing eaves, the eaves slab is not thrown without throwing the slab edge in the corner. It seems clear in the analysis model, I cannot lay a slab without closing the beam, is the beam not connected -eave width At 50 cm, the terrace expands. I am waiting for your suggestions about the eaves and I would appreciate if you tell me about my mistakes
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Unver, thank you very much for your help, there is something I want to ask. - Shouldn't the edges of the stairs that I draw with red in the photo have a connection with the columns?
 
Hello. (with different elevations) --May be negligible since there is a very small connection to the S06 column.
 
First of all, thank you for your attention. When the connection with 2 columns is made, the 1st period is 035, when the column is disconnected, it goes to 042. This difference made me hesitate, thank you for your response.
 
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