Basement column intensive reinforcement problem

U

uzooo

New Member
Hello! I need your help in a matter. I would appreciate it if you could help. In my project, which I uploaded in the link below, 24 pieces of 14-gauge reinforcement are found in the basement floor s1 column. The same column receives 9 pieces of 14-gauge reinforcement on the upper floors. It seemed strange to me that there was such a difference. Can you help me where am I doing it? Also, I would like you to specify the parts you see lacking in my project and tell me your ideas.
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IR_KARPUZ.ide7
 
MY RECOMMENDATIONS: --Correct the warnings given in the geometry control, --Increase the ones with less slab thickness, --Your system also gives a WEAK FLOOR warning on the ground floor. Make curtain P06 full fold. If possible, put earthquake curtains in both directions up to the top floor, --make the narrow column size 25 cm less than 35-40 cm on the floor at a height of 480 cm, --Add the ladder taking into account the support conditions, --S7 column does not overlap on the ground floor should be corrected, --tension can be increased by 50% by checking the ground condition, --Check the wall loads, (is there a wall in the attic?) Take it easy, Ünver ÖZCAN
 
Thank you for your comments. I will take your comments into consideration and try to fix the system. Is this the reason why the S1 column on the basement floor is so heavily reinforced? Increasing the cross-section of the S1 column did not work well. Unfortunately, I cannot make the P06 curtain at the height of the floor because the entrance is from there.
 
He says two rigid diaphragms were found when he did the analysis, in the basement. Why does he say so?
 
No matter what I did, I couldn't get rid of the reinforcement density in the S1 basement. Can you help with this? Good luck with
 
The wall loads on the whole floors are the same, but why is the ground floor wall load low in the B1 irregularity check in the report?
 
When all the columns in the basement floor are made 25x60 and the problematic ones (the ones on the E axis) are 30x60, some reinforcement is reduced. Of course, other shortcomings should also be corrected. When the floor is 4.80, the moment increases in the basement. Since there are 25 columns, only 4 of the reinforcements are thrown in the most useful part, so the reinforcement does not work efficiently. It is necessary to expand the columns so that it can be thrown close to the corner
 
I made the columns 30x60. I would also remove the missing ones. My basement floor is 2.80 ...Is it because of the flooring at different elevations, is the program calculating 4.80? I'm sorry I couldn't understand. Beams are connected to all columns on S1 column and e axis at 2.80 meters... Friends who answered gave an opinion that it is 4.80 meters. There is something I probably missed. There are friends who make such projects. There are always reinforcements between the basement floor and other floors. Is the difference that much? Good luck with....
 
Thank you guys. I have analyzed my project by taking your warnings into consideration. There is no problem. Good luck to all of you....
 
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