BODRUMLU ASMOLEN 2018 6 KATLI BUILDING

A

azoo

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project file is in the link Good work a) Since the project I uploaded is hollow, it has been automatically mixed system has been chosen before. I didn't solve the mixed system project, frankly, I don't know what exactly has changed in the system, the only thing I know is that the joint cutting safety control is not done in the columns in mixed systems. b) For the first time in the new regulation and program, I am working on a building with a basement. I read that the project will be resolved in 2 phases in buildings with basements. In the information of Iden, first the basement will be calculated, and then the basement will be calculated separately, so frankly, I could not understand it at all, as we solved it in the past, I entered the system and analyzed the whole building. Is what I did right or wrong, how should we do the solution that is mentioned as a 2-step solution. c) Since the project is a strictly regulated and commercial zone, the entire parcel is used, so basically I have no chance of amputation. Even though I made the foundation thickness 75 cm, it still saves the foundation, I think I have no choice but to increase the foundation thickness. I also showed the elevator shaft on the project, is it a more accurate solution to solve the foundation and give the details of the elevator shaft in the forum? d) Do we need to add an extra load for hollow floor floors, excluding the moving load? e) In the new program, there was an increase in the analysis times, and I solved this project in a time like 7.5 minutes. Do you have a similar problem or is my computer extra slow? Apart from these, I am curious about your findings about the data entry of the project and the general solution of the project, I would appreciate it if you inform me. Good work.
 
Hello, a-) Filled or unfilled single-direction toothed slabs should be solved as ductility level mixed systems. In mixed systems, the condition Total Mdev>=0.75*Mo must be met. You can review TBDY 2018 item 4.3.4.3, item 4.3.4.6, table 4.1, A23-A24. Overturning moment ratios are published under the title of Earthquake Regulations General Report/Screen Rollover control. (In your project, these ratios are around 0.26 in the X direction and 0.16 in the y direction.) b-) In buildings with rigid basements, two-stage calculations are made automatically for the upper and lower sections according to the conditions specified in Article 4.10.1. c-) You can review the 1st item in the link of frequently asked questions regarding elevator shaft data entry.
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d-)If there is any other payload to be considered as extra payload, you must enter it. (Such as the weight of the hollow block filling, the load of the wall on the floor) e-) It is normal for the analysis to take longer in structures with basements in the solution compared to the semi-rigid diaphragm method. You can check the link below about computer components and analysis time.
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Note: The elevation of KB1 slab on -4th floor is not compatible with the beam to which it is connected. It would be appropriate to define this floor by giving a negative level from the 5th floor and to mark the option of creating a rigid diaphragm. Do not give upper and lower levels to the P83 curtain on the 4th and 5th floors. Good work
 
"Levent Özpak":1c2fle2i" said:
Hello, a-)Filled or unfilled slabs in one direction must be solved as ductility level mixed systems. Total Mdev>=0.75*Mo condition must be met in mixed systems. TBDY 2018 article 4.3.4.3 , item 4.3.4.6, you can examine table 4.1, A23-A24. Under the title of Earthquake Code General Report/Screen Rollover Control, the overturning moment ratios are printed (in your project, these ratios are around 0.26 in the X direction and 0.16 in the y direction.) b-) Rigid basement In buildings, two-stage calculations are made automatically for the upper section and the lower section according to the conditions specified in Article 4.10.1. c-) You can examine the 1st item in the link for frequently asked questions for elevator shaft data entry.
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d-) If there is another load to be considered as extra load, you must enter it (such as the weight of the hollow filling, the load of the wall on the floor) e-) In the solution according to the semi-rigid diaphragm method, basement or It is normal for the analysis to take longer. You can check the link below about computer components and analysis time.
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Note: The elevation of KB1 slab on -4th floor is not compatible with the beam to which it is connected. It would be appropriate to define this floor by giving a negative level from the 5th floor and to mark the option of creating a rigid diaphragm. Do not give upper and lower levels to the P83 curtain on the 4th and 5th floors. Good work
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Thank you for your interest Mr. Levent, good work.
 
CAN YOU HELP ME SOLVE ELEVATOR WELL? I HAVE PROBLEMS WITH THE HEIGHTS, LEVEL AND THICKNESS OF THE CURTAIN CONCRETE OF THE ELEVATOR WELL
 
IS THERE ANYONE THAT CAN HELP? I GO TOWARDS THE ANALYSIS PART, BUT THE ELEVATOR WELL ALWAYS GIVES TO THE FLOOR
 
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