This message is created by specifying the element name and floor on which it is located at the beginning of the report.
For example,
SB001 BASE STORY Shear resistance not satisfied.
In steel element design, the shear design ratio is made according to the strong and weak axes according to the Design, Calculation and Construction Principles of Steel Structures (GKT and YDKT), AISC 360-16 (ASD and LRFD) or EN 1993-1-1 regulations.
The steel element design ratio value must be less than 1.
Possible Solutions:
Element cross-section size can be increased.
Element body thickness can be increased.
...
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