Relative Floor Offset Help

M

mgondem

New Member
Hello. I am getting a relative floor offset error in my attached Project. It gives for S03, I increase the section, This time it gives for s12. Thank you guys for helping. Good work.
 
I'm aware of the situation, but since it's a console, it stays in the room. I wanted a revision in architecture. I hope it will be positive. Thanks for your help. There is one other question I would like to ask. There is a curtain around the elevator where it is seen in the project (in my city, the municipality is required to request it). Since these curtains are more rigid than the columns and remain on the side of the building, the effects of torsion increase. The distance between KM and RM is already too far. Are you encountering such problems? what are your solutions? What do you think are the differences between designing the elevator tower as a curtain and designing it as a column?
 
Since it is applied at 5% eccentric during the analysis, asymmetrically placed elevator curtains (not only elevator curtains, but generally vertical carrier elements) increase the torsion in the structure. For this reason, according to the current situation in your structure, the column must be rotated in the y direction on the H axis. The ideal location for the elevator bulkheads in your building would be where they are centered at the intersection of the 3 and D axis, but placed in the y direction, not the x direction.
 
Hello, If you can add curtains to the F axis as in the appendix, the relative floor offset is provided. However, although you do not have a rigid basement, you have accepted the basement as rigid. When you analyze without accepting it as rigid, joint zone deficiencies appear in some columns. You can reconsider your beam sections. You have different beam sections. I changed the column sizes. You re-evaluate yourself. Good work.
 
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