Does not provide cutting security and Nmax

"HakanŞahin":10xanmsv" said:
"MrtGrsl":10xanmsv" said:
Is there any improvement, Mr. Hakan?
Hello, S1 and S2, S3 columns on the 1st basement floor ceiling and 1st floor ceiling are elevation You don't need to give. Let the upper and lower levels of these columns be aligned with the floor plane. Since the beam height coincides with the lower end of the column, it is appropriate to only level the beam within the definition of reverse beam. With this data entry, the beam will be in the model at the same level as the 1st basement rigid diaphragm and the beam's axial force will be reduced. The data entry edited project is attached. Good work
Hello Mr. Hakan. Would it be a correct approach to accept the basement as rigid in the project that you have made the corrections? In other words, if the basement floor is surrounded by reinforced concrete basement shears that are not at floor height in both directions, as in the example project, can this floor be considered rigid? good work...
 
Hello. It is written in the new regulation that it must be surrounded by rigid curtains from at least 3 sides. It would be wrong to accept Rigid for the example. Sent from my SM-N935F using Tapatalk
 
"Olcay AYDIN":hkiwpkcj" said:
Hello, Mr. Hakan. Would it be a correct approach to accept the basement as rigid in the project you made the corrections? Good work...
No. Basement curtains are defined as 100 cm high within the 375 cm high floor. It would be wrong to accept a rigid floor.
 
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