Example of Column Design with AISC 360-16
Design the column under the influence of axial force, the properties of which are given in the figure below, using the AISC 360-16.
a) For flange:
b) For web:
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.
Required Compressive Force Strength