Introduction To Column Buckling

This section introduces the concept of column buckling, a stability failure in structural members subjected to axial compressive loads.

Euler’s Theory Of Buckling

Euler’s Theory of Buckling explains how slender columns become unstable under axial loads, defining a critical load at which buckling occurs.

Critical Load Equation

The critical load equation helps determine the axial load at which a slender column becomes unstable and buckles.

Where

This section discusses the critical aspect of column buckling, including Euler’s theory of buckling, boundary conditions, and effective column lengths.

Boundary Conditions And Effective Lengths

This section explains how various boundary conditions affect the effective lengths of columns, influencing their stability under axial loads.

Effective Length Table

This section outlines the concept of effective length in relation to column buckling and provides a table of effective lengths based on various boundary conditions.

Limitations Of Euler’s Formula

Euler's formula for column buckling is applicable under specific conditions and has several limitations that need to be considered.

Eccentric Loading Of Columns

Eccentric loading occurs when axial loads on columns are not applied exactly along the centroid, introducing bending stresses and increasing the risk of failure.

Total Stress Equation

The section covers the total stress equation for columns under axial loads and discusses the implications of eccentric loading.

Eccentricity And Moment

This section discusses the impact of eccentric loading on columns, detailing how bending stresses arise and affect buckling behavior.