2a-Introduction to Buckling for columns-part 2.
The post title is buckling for columns-part 2 includes solved problems for major and minor axis which govern the buckling?
Solved problem for critical load value for W12x50
How do we determine the bukling load for a W12x50 column with length of 20 feet for both x and y directions? if a modification is made for the end condition what is the buckling load?