The post-buckling for columns-part 2 includes solved problems for major and minor axis which govern the buckling?
The post includes definition of buckling for columns. The second point is effective length factors based on the end conditions of columns.
In the post steel columns and Euler’s formula-part 2. The discussion includes the different shapes of steel columns & how to derive Euler’s formula, and lately the modes of failures for columns.
Euler’s formula gives a relation between the load-carrying capacity of these columns and their slenderness ratio which varies based on end condition.
This post includes an introduction to the moment of inertia and what is the difference between the moment of inertia and mass moment of inertia?
This is the compression members posts-part 1. The detailed description of each post is included their relevant links are included
Numerical analysis-part 2-What is synthetic division? Solved problems for synthetic divisions are included.
Introduction to numerical analysis, the difference between numerical and analytical methods, roots findings. review of the synthetic division.
The estimation of max And min-Moment of inertia for a section. How to derive the expressions? create a relation between inclined and horizontal axes.
Derivation of the expression for the first moment of area at the Cg and the expression for the product of inertia at the CG.