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For example,
SBR001 BASE STORY Axial load resistance force strength not satisfied.
In steel cross brace design, the design ratio under the influence of axial force, tensile tension force, and axial pressure compression force, buckling situations are taken into account according to the Design, Calculation and Construction Principles of Steel Structures (GKT and limit states are considered according to CYTHYE 2016 (GKT & YDKT), AISC 360-16 (ASD and & LRFD) or EN 1993-1-1 regulations. is made by taking codes.
The axial design ratio value must should be less than 1.00.
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 Brace length can be reduced. If the element length decreasesis reduced, the axial compressive strength will increase as the slenderness will decreaseincreases.
The Steel element cross-section size of the brace member can be increasedenlarged.
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