This message is created by specifying the element name and floor on which it is located at the beginning of the report.
For example,
SBR001 BASE STORY Axial load resistance satisfied.
In steel cross design, the design ratio under the influence of axial force, tensile force and axial pressure force, buckling situations are taken into account 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. is made by taking .
The axial design ratio value must be less than 1.
Possible Solutions:
A brace system can be created in such a way that the lengths of the braces whose names and floors are given are shortened. As the element length decreases, the axial compressive strength will increase as the slenderness will decrease.
The cross-section size of the brace member can be increased.
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