Column Design Example
Design the column under the influence of axial force, the properties of which are given in the figure below, using the ÇYTHYE 2018 regulation.
![](../__attachments/2097512526/image-20211027-103343.png?inst-v=f19fc7cc-758e-4997-b5f0-444a3286777e)
![](../__attachments/2097512526/asd.png?inst-v=f19fc7cc-758e-4997-b5f0-444a3286777e)
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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