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Column Design Example
Column Design Example
- nurgül Kaya
- Zeynep Aladağ
- Hakan Şahin
Owned by nurgül Kaya
Design the column under the influence of axial force, the properties of which are given in the figure below, using the ÇYTHYE 2018 regulation.
Solution:
Local Buckling
a) For flange:
√
b) For web:
√
Flexural Buckling
According to article 6.4.3(a) of the regulation, K= 1.0 is taken.
According to the article 8.1.1 of the regulation, the slenderness ratio of compression elements cannot exceed 200.
YDKT:
GKT:
Required Compressive Force Strength
YDKT:
GKT:
PMM Ratio
YDKT:
GKT:
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