Relative floor drift problem

[mehmet2015]

I SOLVE THE PROBLEM OF FLOOR SHIFT RELATIVE TO THE GROUND FLOOR, BUT MY COLUMN DIMENSIONS ARE GREAT HOW CAN I SOLVE IT? AND CAN YOU LOOK AT THE PROJECT IN GENERAL? IF I HAVE OTHER ERRORS, I WILL FIX IT. GOOD WORK.

 

[unver]

Hi My Suggestions --Make the narrow sides of the columns 30 cm on the ground floor, You can get a report, Also --Do not make the narrow side of the column 30 cm less on all floors in the building, --If I were the floor height on the ground floor 2.8+1.81=4.61 m, I would cut the narrow side of the columns in the middle to 35 I won't do it cm down, --Check the support of the ladder and solve it together with the building, you can put a flood curtain on the floor on the raft, --You can remove the wall loads on the attic floor and reduce the floor loads, --Low live load in some balcony floors, --S13 column with K127 put a beam between the beam, there is no modeling with 20 cm pieces left in the middle of the D223-D120-DZ20 slab, --Place a column at the intersection of K121-K264, K233-K265 from the roof, --The thickness of the raft slab can be reduced. Unver ÖZCAN

 

[Levent Özpak]

I SOLVE THE PROBLEM OF FLOOR SHIFT RELATIVE TO THE FLOOR FLOOR BUT MY COLUMN DIMENSIONS ARE GROWING HOW CAN I SOLVE. AND CAN YOU LOOK AT THE PROJECT IN GENERAL? Enter the data by adding it to the floor height. In this case, the height h is taken as 4.61 m instead of 2.80 m in the relative translation control. Please see the link below for the modeling of the basement curtains.

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Good work