This message is created by specifying the element name and floor on which it is located at the beginning of the report.
For example,
TRS001 BASE STORY Axial load resistance not satisfied.
In steel truss design, the design ratio under the influence of axial force, tensile force and axial pressure force, buckling situations are taken into consideration 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:
The lateral retention length can be reduced by connecting braces or stability elements to the truss whose name and floor are given. The axial pressure capacity of the elements increases as the lateral retention length decreases.
The truss member cross-section size can be increased.
By changing the shear mesh type, an element that is under axial pressure in the support area can be switched to axial tension.
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