Steel column shear strength not satisfied.
This message is created by specifying the element name and floor on which it is located at the beginning of the report.
For example;
CE001 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 CYTHYE 2016 (GKT & YDKT), AISC 360-16 (ASD & LRFD) or EN 1993-1-1 codes.
The steel element shear design ratio value should be less than 1.
Possible Solutions:
Steel element cross-section can be enlarged.
Steel section web thickness can be increased.
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