Excessive additional reinforcement in beams

[actombo]

Hello, Project 1st degree earthquake zone, B+Z+3 Floor. There are overhangs on 4 sides of the building. ground floor height 3.5 m basement 2.6 m normal floors 2.90 m. ground bad (D-Z4) period 0, 7 sec. I wanted to solve the building mixed because it has protrusions from all sides, but I couldn't put curtains because of the protrusions in the corners. I created the frames. Although the beams are not very wide, the additions are too much. 6-7-8 16-gauge reinforcements come out. I need to intervene as it will cause problems in this application. Is there something I can do? or am I missing something? It shouldn't be that much extra. Did I add a project, I would be very happy if you could review and help, I use ide7. thanks

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[unver]

Hello My Suggestions --Remove the reinforcement fixings on the columns, --Resolve the structure as a semi-rigid (elastic) diaphragm, --When the above are done, the K71 error disappears, the column (B) errors remain, they should be corrected, --There are live loads on the wall loads on the beam in the attic floor, remove it , --Reduce the live loads on the interior floors of the floors, (Is there a wall in each floor?) --Resolve the structure together with the ladder --Increasing the diameter or placing it in the second row may be a solution if there is a jamming of the reinforcement in the beams.

I wanted to hash the structure because it has overhangs from all sides

This is not a reason for the Hybrid structure solution.

 

[actombo]

Thank you Mr. Unver. For what reasons should I solve karma? How should I think?

 

[design_building]

Check the shear base shear forces in the x and y directions of the structure. In this case, your columns and curtains will be calculated with higher values in terms of strength than the altar structure.

 

[actombo]

Check the wall base shear forces in the x and y directions of the building. If your alpha s value is greater than 0.4 in both directions, you can solve the building mixed. In this case, your columns and walls will be calculated with higher values in strength than the altar structure .

thank you.