2a-Buckling for columns-part 2.

The post-buckling for columns-part 2 includes solved problems for major and minor axis which govern the buckling?

2-Buckling for columns-effective length factors.

The post includes definition of buckling for columns. The second point is effective length factors based on the end conditions of columns.

1a-Steel columns and Euler’s formula-part 2.

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.

1- Easy approach to Steel columns and Euler’s formula 1/2.

Euler’s formula gives a relation between the load-carrying capacity of these columns and their slenderness ratio which varies based on end condition.

1-Introduction to the moment of inertia.

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?

List of compression Member Posts-part 1.

This is the compression members posts-part 1. The detailed description of each post is included their relevant links are included

1a-What is synthetic division? Numerical Analysis-part 2

Numerical analysis-part 2-What is synthetic division? Solved problems for synthetic divisions are included.

1-Introduction To Numerical Analysis-part 1

Introduction to numerical analysis, the difference between numerical and analytical methods, roots findings. review of the synthetic division.

3-Estimation of max and min-moment of inertia for a section.

Estimation of max and min-Moment of inertia for a section. How to derive the The expression for max and min-moment of inertia. The equation of principal angle θp

2-First moment of area and product of inertia at the CG.

Derivation of the expression for the first moment of area at the Cg and the expression for the product of inertia at the CG.

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