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Turkish Hello Friends... In most of the projects we have done, the height reinforcements of the columns inside the basement perimeter curtains are high. Is there anyone else encountering this situation or what is the reason, I wonder if we are doing something wrong. Thanks Greetings...
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Basement Column Pursantages
- Thread starter zalman
- Start date
saridurmus
New Member
Greetings, Table 4.1 ''For Building Structural Systems, read the Structural System Behavior Coefficient, Strength Excess Coefficient and Allowed Building Height Classes, go to the analysis which fits your system, you are probably making a mistake at this stage.
HakanŞahin
Administrator
What do you mean when you say that the length reinforcements are high?If you add your project and state that it should be like this in these and such columns, we will write a more accurate answer."zalman":1fwskkbh" said:Hi Friends... In most of the projects we have done, the height reinforcements of the columns inside the basement perimeter curtains are high. Is there anyone else encountering this situation or why are we doing something wrong. Thank you Greetings.. .
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OUR FILE IS ADDED. S1-S7-S14-S21-S27 THE BODRUM FLOOR IS LOOKING TOO MUCH. C25, BECAUSE THE MUNICIPALITY REQUIRES THE CONCRETE CLASS ACCORDING TO A SUB-CLASS. C30 CONCRETE WILL BE USED IN PLACE.HakanŞahin
Administrator
The reinforcements in the basement look normal. In the TBDY 2007 regulation, reinforcement attachments are made on the supports in the columns. Therefore, the internal forces based on the column reinforced concrete are made based on the lower and upper nodal points of the relevant floor. In the TBDY 2018 regulation, column reinforcements are added in the middle region. For this reason, while the column is being reinforced, the design effects of the lower end of an upper floor and the upper end of the existing floor are taken into account and reinforcement is selected according to the negative design values. The design effects of the 1st basement columns you mentioned are those coming from the lower end of the ground floor. Position of design end forces based on columns according to TBDY 2018: You can observe in the reinforced concrete dialogue/end forces that the design values of the columns you mentioned are the design effects existing at the lower end of an upper floor.
HakanŞahin
Administrator
Hello, it is better to leave the base shoots as much as the number of reinforcements in order to fully provide the column-base connection. would be appropriate."zalman":8ns17h5p" said:Thanks, Mr. Hakan... According to this, would it be correct if we reduce the shoots in the foundation and increase it only in that region?
"HakanŞahin":os9x6dt2" said:Hello, Column-base connection It would be more appropriate to leave the basic shoots as much as the number of reinforcements in order to provide them fully."zalman":os9x6dt2" said:Hakan, thank you... According to this, would it be correct if we reduce the shoots in the base and increase it only in that region?