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In steel element design, the shear design ratio is made according to the strong and weak axes according to the Design, Calculation and Construction Principles of Steel Structures CYTHYE 2016 (GKT and & YDKT), AISC 360-16 (ASD and & LRFD) or EN 1993-1-1 regulationscodes.
The steel element shear design ratio value must should be less than 1.
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Solutions:
Element Steel element cross-section size can be increasedenlarged.
Element body Steel section web thickness can be increased.
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