Excess reinforcement problem

I would not throw the k48 k40 beam, I would throw the slab edge. I removed 1 beam from s22 column. In case of closed projections like .k28, I would reduce the size of this beam to 50 a little.
 
What matrax said is appropriate. But I used to design the beams all the time. In this framework, it is necessary to make the ribs continuous. That's how I would design the ribs. Also, if there is no necessity for beams pressing on corner columns, I would try to create perpendicular directions.
 
hello, I'm getting extra reinforcement in my project, especially in the overhanging beams, I tried various ways to fix it, but it didn't work. The project is attached. thanks in advance...
 
There are some problems with the project in my opinion. For the ground floor, I say give a rigid diaphragm. Two d65 slabs are welded on it. Either you do not throw it on the slab with the slab edge, the slab will be busted. Or enter the slab's specifications, form a rigid diaphragm. K81 beam p15 is on the curtain. I took it off his arm.
 
Hello My Suggestions: Since the openings are too many columns and curtains are less, the moments are high in the 1st and 2nd basement floors. Enlarge the columns so that the column margins do not exceed 1.5 in these floors. Unver ÖZCAN
 
"unver":g0igwo88" said:
Hi My Suggestions: Since the openings are too many columns and curtains are less, the moments are high in the 1st and 2nd basement floors. In these floors, enlarge the columns so that the column margins do not exceed 1.5. , I added two curtains and increased the column size, but it still throws too much reinforcement compared to normal.I wonder if there is another reason?Good work.
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I reversed the direction of columns S11 and S12, enlarged their short sides by 5 cm. I enlarged the short side of column S6 by 5 cm. Pursantages appear to be at a normal level. Status after editing: Notes: 1. You do not need to give live load on beams with full walls. If there is no wall, it is correct to give. 2. You need to model the basement perimeter curtains as shells.
 
Excess reinforcement appears on the columns. The colon appears when the application is received. how can i reduce it. Where are the settings, if any? The project has a 7m*24m column from the foundation to the sub-basement. steel structure. When the project size is large, it was not loaded, I would appreciate it if you could help me.
 
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