Steel design (civi 306)

3.3 B5: local buckling
4.2 Technical vs. recommended values of k
4.3 Actual length vs. effective length
4.4 Using kl(x)
5.2 Method 1 - with column tables
5.3 Number 1 - find effective length
5.4 Number 2 - finding the capacity
5.5 Method 2 - with buckling formulas
5.6 Number 1 - show the width-thickness ratio
5.7 Number 2 - compute slenderness ratios

Source:  OpenStax, Steel design (civi 306). OpenStax CNX. Jan 22, 2004 Download for free at http://cnx.org/content/col10153/1.3