7- Solved problem 7-1 for alignment chart for columns.
Solved problem 7-1 for alignment chart for columns, it is a practical example to show how to use the alignment chart to get the K value for a frame.
List of Steel beams Posts-part-1.
List of Steel beams Posts-part -1 for all the different items for the structural steel beams included and solved problems.
6- Alignment charts for columns- easy approach.
Alignment charts for columns. There 2 alignment charts, one is for the braced columns and the other is for the un-braced columns. The assumptions are included.
5-A Solved Problem 4-9 For available compressive strength.
A Solved Problem 4-9 For available compressive strength.Our next target, how to decide the controlling axis for deflection, major or minor axis?
4-How to compute critical stress-table 4-22?
learn how to Compute Critical Stress-table 4-22, the same solved problem for the previous post is re-evaluated by using table 4-22.
3a-Solved problem 4-2-how to find design compressive strength?
Solved problem 4-2 for estimating the design compressive strength for the W section under compression load. An Introduction to ratio λ^2 is illustrated.
3- Column compressive strength by the general equation
Column compressive strength for general buckling and how to differentiate between long columns and short columns?
2- Easy introduction to Bisection method for roots findings.
The bisection method can be done by taking the average value of the horizontal distance between points of brackets, and then substitute it in the function.
1- Introduction to structural steel.
This post includes an introduction to structural steel. The advantages and disadvantages of structural steel are discussed.
2a-Introduction to Buckling for columns-part 2.
The post title is 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.
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.