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.
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.
Steel columns are crucial elements. Euler’s formula gives a relation between the load-carrying capacity of these columns and their slenderness ratio.
This post includes an introduction to the moment of inertia and what is the difference between the second moment of area and mass moment of inertia?
Check out Compression Member Posts-part 1, which includes a detailed list of posts 1 to 10 along with their descriptions and relevant links.
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.
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
Derivation of the expression for the first moment of area at the Cg and the expression for the product of inertia at the CG.