Adding floors is very urgent.

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kth10

New Member
I uploaded the statics of the previously built building consisting of B+Z+1 floors, can I get immediate help on how to add 1 floor and a roof on this building? I have uploaded the architecture of the last floor to be built, thanks in advance...
 
go to floor general settings and add two more floors. then go to the horse with whichever floors are suitable and copy it ok
 
Well, do I need to fix the reinforcement numbers and diameters of the previously designed bearing elements in B+Z+1?
 
There are different reinforcement diameters in some beams or columns, how can I fix them.....can you write a clear trend?
 
You can specify the reinforcement diameter you want to use for each element in settings-static materials section. For example, if you want to use only Q14 in columns, just mark it..
 
sorry.. reinforced concrete -- you will use the reinforcement selection menu.. what I said before was concrete and steel class.. you will choose the steel type from the reinforcement selection.. ;)
 
First of all, you should take a core sample on site and check whether the concrete suitable for the previously prepared project has been poured. You must enter the concrete results from the laboratory as the material information of the current floor. Then again, you should check whether the reinforcements in the existing structure are suitable for the project. If appropriate, you should fix the reinforcements of all elements from the reinforced concrete menu by ticking the ticks in the DS column. If it is not suitable, you must enter the system from the reinforced concrete menu and fix the newly determined reinforcements in the same way. Then you have to describe the new structure on top of it. You should also choose the concrete quality you want to use for the new structure. Then you should do performance analysis. Then you should examine the system and retrofit if necessary and re-analyze the performance.
 
I am trying to move forward as you said, but how do I enter the fixed and live loads for these beams and floors?
 
If you have entered the Existing Structure, interpret the Core result and determine the concrete class accordingly. If you have read the reinforcement, enter the reinforcements. If you haven't had a reinforcement reading, analyze the system. Set results to have minimum reinforcement and lock Reinforcements. Then, as I said before, add floors and unlock the reinforcements. Enter the concrete class of the additional floors at the concrete value you want (for analysis) and perform a performance analysis. As a result, interpret the reinforcement according to the situation on the lower floors and apply.
 
I re-uploaded the previously drawn static below, accordingly a static study (you can review it)... now I will add 1 layer on top of it. As a result, how should I read the report that comes out after performing the performance analysis?
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As far as I understand from your article, the building was designed and manufactured before. If I understood correctly, 1-this is the current building evaluation+new building project work. 2- If only the project has been done and no production has been made, it is necessary to re-project. this is the easy part. As in the 1st article, the conformity of the building elements in the situation a-place with the project is determined. If any, incompatibilities are reflected in the project. b- reinforcement is determined (especially stirrup tightening, stirrup hook detail, shoot length, tension reinforcement overlap length etc.). the current situation is reflected in accordance with the program. c-concrete is determined. At least 3 cores are taken on each floor and not less than 9 in total in the building (intermediate knowledge level). the mean-standard deviation of the cores is found. For the cylinder transformation, the concrete fcd value is obtained by multiplying the value of 0.85. d-A computer model of the system detected in place is created. The e-top floor carrier system is also created. Before the f-structure analysis, the column-beam-wall reinforcements of the existing floors are fixed. g-structure analysis is done. Regulation checks are made regarding the newly added parts. newly added floors must comply with the regulation. h-linear performance analysis is done. If there is no brittle element in the structure and it provides life safety performance (for housing, etc.), the process is completed. I- If there is a brittle and collapsed element, it is strengthened. general structure translations are also checked. In structures with more than 3 floors, only element-based reinforcement is not allowed. j-As a recommendation, check the foundation stresses...
 
friends, according to the previous project, I entered the system and made the reinforcement constant. While taking the column drawings to see if it gives the same output as the previous static, different reinforcement positions came out as below. photo example of column I entered into the system according to the existing structure
 
"kth10":3c10ybot" said:
friends, according to the previous project, I entered the reinforcement system and had the reinforcement fixed, while taking the column drawings to see if it gave the same output as the previous static, different reinforcement positions were output as below. I need the 1st photo is the column example of the existing structure.
Click to expand...
 
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