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.