deflection problem

Is there any problem in terms of data entry in the project or do you have a solution suggestion, can you help urgently?
 
I would make the ribs of the D12-13-14 tiles parallel to the K27. K27 itself is a simple stud beam anyway. Therefore, I think it would be more accurate to press the ribs to the beams whose supports are columns. I don't want to start an architect-engineer polemic, but I can't help saying a few sentences: Architect friends (especially young architects) throw the drawings (bomb) in front of the engineer friends, without looking at the upside down relationship of the building, without having general bearing knowledge. Again, engineers (especially young ones) who cannot resist them due to market conditions, have to produce projects that push the limits, have to submit to demands, and therefore may cause some engineering mistakes, in order not to be an unsolvable person with the fear of staying true to the architectural project. The architectural project option of any land is not the only one. The carrier system option is not the only one in any architectural project. But there is another thing that should not be forgotten that there is no record that every architectural project will be solved as the architect brings. The main thing is that the architect will feel the concerns of the engineer while designing, and the engineer will try to produce projects in a way that will meet the expectations of the architect to the maximum extent within the framework of the regulations. After all this, I would like to share again what I wrote about deflection before.
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What I mean is not related to the drawing. How can I solve the fittings on the ground floor more than the basement or on the mezzanine floor more than the 1st floor?
 
"ertub_23":1kumppbb" said:
My point is not related to the drawing, how can I solve the fittings more than the basement on the ground floor or more than the 1st floor on the mezzanine?
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In the Reinforced Concrete Column Dialog, the option to display for all floors is selected Shift on the keyboard Press the key. Select the first and last column and double click You can change the reinforcement selection according to the max. reinforcement I guess you have already made the reinforcement arrangements in your project.
 
"ertub_23":1cuyt4x0" said:
but do you think the column reinforcements are normal?
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If you check the geometry. S12 column dimensions are 62.53 cm x60cm in the Basement and Mezzanine floors, and 60cmx60cm in other floors. There may be an increase in reinforcement on the upper floors due to seismic load combinations You need to arrange the reinforcement as I explained in my previous message.
 
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