ZF floor and design

D

damlaozgur

New Member
Hello, I have a building project with ZF floor. I did all my calculations based on the information on the forum. But I can't provide system rigidity. There must be something I missed. I would be very happy if you share your opinions and suggestions with me. I don't want to take any risks and do anything wrong, as it is a type of floor that I have encountered for the first time. Thank you very much in advance.
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Re: ZF GROUND AND DESIGN Hello, I could not see a problem in the definition of the Spectrum function. There is a relative offset problem in the X direction in your project. The stiffnesses of the load-bearing elements are always defined in the y direction. It seems that the rigidity in the X direction needs to be increased. (In case of ground class ZE in your project, relative floor drift problem also occurs) Note: You can consider the analysis option according to TBDY Article 4.9.1.3b, provided that you build on-site. (Connecting the wall and facade elements to the structure with flexible joints or the walls are independent of the frame) This option increases the relative floor displacement upper limit by 2 times. Good work
 
Re: ZF FLOOR AND DESIGN I wish we could be sure that they can be applied on site, but unfortunately, we can only have the new smooth stirrup fold done by the masters :) It would be much healthier if I made a design change related to the x aspect. Thank you very much for your valuable comments.
 
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ülen_kızıl_prj..cde.html I have come to the end of my project, but somehow I cannot solve the relative offset problem in the corner column. If you have any suggestions or a point I need to pay attention to, I would appreciate it if you could share it.
 
Thank you very much Mr. Unver for your interest, I tried a curtain system and created another mold plan. however, I will present two alternative formwork plans to the contractor. Thank you very much again for your valuable work.
 
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