column capacity problem

[smhtzcn]

In my project, I see that the ground floor s2 and s9 columns, with the ground floor height of 3.5 meters and other floors 3 meters, are extremely difficult in the capacity diagrams. What can be done without increasing the dimensions for this. Also, if you have any suggestions about the project, I am waiting.

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[unver]

Hello My Suggestions: --Not all of the friends who want suggestions use the wall icon. --If you enter the wall loads with the wall icon in the program, you can give the wall spaces, you can see the walls on the perspective screen and reduce the possibility of error very much. --Fix the errors in the geometry control, --K59 beam is seen empty on all floors. It breaks the K440-K458 beams during the earthquake. Let K59 sit on the curtains, --4. no flooring on the floor, --3. The eaves on the floor do not have live loads, if you are not going to use this floor, the ribs and live loads are high, --The chimney gaps should not cut the ribs, either make them smaller or change the rib direction, --Fix the B errors in the columns, -- Brace the ladder and solve it together, --Don't forget the machine room flooring, -- As a result of the calculation, it is seen that the maximum purchase price has been exceeded in the S13 column. S13 and other Columns with narrow sides not less than 30 cm. --The rib beams should center the walls/columns, --The rib beams should not protrude more than 32/2=16 cm from the column/wall. --The carrier system behavior coefficient can be taken as 7 in the x direction and 8 in the y direction. --The calculation made by correcting the carrier system behavior coefficient without touching the others does not give an error. Unver ÖZCAN