Column Beam Joint Safety Problem

S

serky

New Member
Hello, In the attached project, I cannot fix the Beam-Column Joint Safety Problem, except for other errors, no matter what I do, It is not possible to change the column dimensions too much, I am waiting for your suggestions, thanks in advance. Project :
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Hello, We can suggest two different ways to solve the problem: A-) Improvements to the system: 1. Your project seems weak in the x direction. I don't know how suitable the architectural project is, but you can convert some columns into panels in the x direction. 2. Due to system weakness, some of your columns do not meet the strong column condition. This result causes your edge forces to increase. (You can follow that the ZK column is marked on the column reinforced concrete) 3. Try to center the columns that do not provide the column-beam shear safety to the beam mid axis by looking at the suitability of the architectural project. B) The solution obtained by changing the calculation assumptions and the concrete value (independent solution from A): 1. Make the concrete class C30. 2. Apply TS500 redispersion agent. 3. Take the coefficient R as 8 for the x direction. 4. Perform the analysis as a single rigid diaphragm. (Your system has only intermediate landing floors, you can make a single rigid diaphragm solution) 5. Ignore the cantilever and simple beams in the column beam shear safety check. (Referring to the fact that ductile materials are intended for frame beams in TDY) Good work
 
Thank you very much for your interest, Mr. For architectural reasons, I cannot interfere with column - beam dimensions and placement. I will try Option B. Thanks you very much. Good works.
 
Hello, Regarding the related topic; Is column-beam shear safety required for elements defined as panels? Thanks
 
"Imhotep":1qgjb3tv" said:
Hello, Regarding the related topic, is column-beam shear safety required for elements defined as panels? Thank you
Click to expand...
There is no such restriction regarding panels.
 
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