Shear safety of column beam junctions

Imhotep

New Member
Hello, While all the errors detected as a result of the analysis in the program are indicated on the first page at the end of the report generation process and after the report is generated, why are the columns in the column beam junction areas where shear safety is not provided only indicated in the structure summary report and in the calculations in the relevant section? Isn't this substance specified as essential in the relevant regulations? Thanks
 
"Imhotep":2kfp0p9q" said:
Hi, All the errors detected as a result of the analysis in the program are indicated at the end of the report generation process and on the first page after the report is generated, why are the columns in the column beam junction areas where shear safety is not provided only in the structure summary report and the calculations in the relevant section? Isn't the item not specified as essential in the relevant regulations? Thank you
It is stated as essential. Columns that do not provide column beam shear safety should be provided. It is among our notes that the columns that do not provide should be shown in the all errors section given at the beginning of the report, to be made in the next versions.
 
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