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SB001 BASE STORY Beam deflection limit exceeded.
Deflection inspection of check for steel elements is carried out under gravity loads such as dead loads, live loads, and snow loads, depending on user control in accordance with the Design, Calculation and Construction Principles of Steel Structures by CYTHYE 2016 (GKT and & YDKT), AISC 360-16 (ASD and & LRFD) or EN 1993-1-1 regulationscodes. .
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Possible Solutions:
It can increase the dimensions of the element whose name and floor are given until the deflection condition is metSteel element cross-section can be enlarged.
It can be determined by checking the steel element deflection limit according to the given regulationssteel design codes.
The rigidity of the secondary beam section can be increased by defining composite flooringbeam on the secondary beams. In this way, a composite beam design is made for the secondary beams. This title can be examined for the warning that composite beam strength is not provided.
The deflection value Secondary beam spacing can be reduced by reducing the secondary beam spacing.
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