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.
Maged kamel
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.
Steel columns are crucial elements. Euler’s formula gives a relation between the load-carrying capacity of these columns and their slenderness ratio.
1-Introduction to the moment of inertia.
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?
List of Compression Member Posts-part 1.
Check out Compression Member Posts-part 1, which includes a detailed list of posts 1 to 10 along with their descriptions and relevant links.
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