Help comment about the project?

C

cakilomer

New Member
Hello, I created the frames as beautiful as possible in the project I sent in the appendix, I also minimized the torsion, but I could not edit the excessive B errors in the columns. I cannot change the direction of the S2 and S12 columns. I would like to ask you to look at the project and comment, at least, how can it be created better, thank you in advance, with my best regards.
 
Mr. cakilomer MY RECOMMENDATIONS: -- Put an earthquake screen in both directions, -- Addition: MOLD PLAN Place a column in the place indicated by number 3 and symmetrically -- Shown by number 1: inside the building, do not make cantilevers. it can be curtain like the other side, -- Shown by number 2: don't stick beams too close to the column -- If you solve the semi-rigid diaphragm (B) errors decrease. -- B WARNING B IS AVAILABLE ON COLUMNS to clear B errors. HOW CAN I SOLVE? Follow the recommendations, -- mezzanine beam can be installed for the stairs. -- Correct the deficiencies in beams and flooring Take it easy Ünver ÖZCAN EK: MOLD PLAN
 
Thank you for your interest, Professor Unver, but there is an entrance on the right of the elevator, I put it there, but I had to remove it because it coincided with the entrance. I don't want to place the column on the beam. What solutions can there be for this? Other than that, I think I fixed other errors. Best regards
 
Hello Mr. Ömer, You can correct the error by making the short sides of the columns you receive B Error 40 cm instead of 30 cm. I think that the concrete quality should be slightly higher in the 1st degree earthquake zones. I made semi-rigid diaphragm analysis with c25. I fixed the B bugs. You also have large spans of 7 meters. If you wish, review your design once again to harmonize with the architecture. I wish you good work.
 
Greetings, Change your concrete class to C30. Do not use C20 concrete as much as possible, to avoid the issues mentioned in both element sizing and the structure error shared in this forum. Place a panel on the right side of the elevator bucket instead of the K11 beam, and the stud beam here will disappear. Also, on the 3rd floor, you have a console above the console, why did you do this, can't you come out as the only console? I think you can't change the column dimensions as direction because I don't see the architecture. Just play with their dimensions and increase their short magnification enough to reduce the B problem. place the ladder and solve it semi-rigid I think. Also, do not make a console on a console, solve it as a single console, you will relax the system.
 
Brother Ibrahim, I couldn't make the right column of what you said. Since there is an entrance on the right side of the elevator, I edited the others. What kind of solution can we produce? I don't want to make a stub in that part. Best regards.
 
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