basic equipment problem

[abdullah-70]

Hello.. I calculated the coating weights of the floors and the foundation according to my architectural project. There is an equipment problem that I cannot overcome in my foundation. How can I solve it... Thank you..

 

[Levent Özpak]

Hi..Let me calculate the coating weights of the slabs and the foundation according to my architectural project. I have a reinforcement problem in my foundation. How can I solve it... Thanks..

Hello, Radye is in the reinforced concrete dialog Uncheck the "DS" column, in the raft reinforcement selection dialog, select larger reinforcement diameters for top, bottom and additional reinforcements and analyze again. In this case, the AS(-) problem can be solved. Good work

 

[rjhtdz]

hello, in my project, I have a lack of reinforcement in rd01 and both a lack of reinforcement and a cutting safety problem on the curtain. I would be glad if you help. the file is attached.

 

[Levent Özpak]

hello in my project, I have a lack of reinforcement in rd01 and both the lack of reinforcement and shear safety on the curtain. I would appreciate your help. The file is attached. or cassette flooring is selected. However, the flooring system is defined as one-directional gear flooring. The building height class and shear wall tipping moments do not meet the requirements for a single-direction gear flooring solution. I recommend you to review TBDY 2018 item 4.3.4.3 Table 4.1 (A23-A24) and other related articles -In the current situation of your project, the reinforcement diameters selected in the raft-based reinforcement selection dialog do not meet the raft design moments.For an economical reinforcement design, you can arrange the reinforcement axes so that they do not overlap the carrier columns and curtain walls, and you can choose larger reinforcement diameters if necessary. -Shear shear safety problem and possible solutions You can check the links below.

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Note: It is appropriate to model P01-P02-P03 elevator curtains as curtain groups.

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Good work

 

[rjhtdz]

hello sir levent. my production is single directional beam slab. but it wants me to create curtains when choosing a hybrid system. How can I make a single-direction beam slab without using curtains in my construction? Do you mind if I click on the 'limited' part after the wizard? thanks.

 

[Levent Özpak]

hello sir, my production is single directional beam slab. but he wants me to create a curtain when choosing a mixed system. Thanks.

According to TBDY 2018, mixed ductile solution conditions must be met at DTS=1 for unidirectional threaded slabs. Also, building height class BYS=5 is not allowed in unidirectional threaded flooring systems in TBDY 2018. The regulation I gave in my previous message TBDY 2018 item 4.3.4.3 Table 4.1(A23-A24) Good work