I'm waiting for your help with the shims

F

furkanturker

New Member
I had to prepare such a system provided that it conforms to the architecture, although there was no problem at the end of the analysis, I was afraid when I saw the deformation when I looked at the installations, I am waiting for your help, thanks.
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Hello My suggestions; Even if there is no problem in the calculations, there is no such thing as I will fully comply with the architectural project, if necessary, you should intervene in the architectural project. --It should be essential to create a framework in such reinforced concrete projects, 3 axis, on the left and right side facades of the building, there is no frame on the upper floors, --Things not to do even if the calculation saves: - Console as in S4 column (K40 beam), likewise S25 column K41 beam, S2 column K50 beam, - It is not appropriate to cross a span of 3.30 m with a beam of size 25/60 (K38-K30 intersection) There is also such a situation on the 3rd floor ceiling, - to fit 15 cm of 35 cm wide K68 beam on S11-S7 columns.[/b ] --3. If you are not going to use the floor ceiling, you can reduce the floor live loads and remove the wall loads.
 
If the deflection exceeds the limits, the program will give an error. But consider what I wrote above. Unver ÖZCAN
 
Hello, -First of all, in your project; it seems that some continuous foundations are not connected to columns. For example; CF24-CF25-CF26-CF28-CF43 continuous foundations are not connected to S26-S27-S28-S29 columns, CF41-44-18 is not connected to P01 at the nodal point. Continuous Enter data so that the basic nodes are on the column. -As for your question about Sehim; In the project, there was no need to control the deflection of many beams by looking at the Height/Span ratios, which do not require the deflection calculation given in TS 500 Table 13.1. You can check the deflection of the beams you want to inspect for deflection by checking the "Always check the deflection condition" option, and you can examine the results in the Beam Reinforced Concrete dialog / Deflection-Crack tab or in the Beam deflection report. Note: The deflection calculation requirement of the K28 beam on the 1st floor is not evaluated according to the cantilever beam criteria. It will be appropriate to determine whether the deflection of the K28 beam will be investigated according to the cantilever beam criteria. Click Modify/Object Edit/Beam-Foundation/ Consoles. Analyze by selecting the beam and ticking the "left console" option in the dialog that opens. In this case, the beam will be checked for deflection. Good work
 
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