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.
Introduction to steel design
Introduction to steel design, which includes a summary of different structural steel published posts. Introduction of steel, tension, compression, connection, and beam design posts.
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. How to decide the controlling axis for deflection, major or minor axis?
4-How to compute critical stress-Table 4-22 & Table 4-1?
Compute Critical Stress-Table 4-22 & Table 4-1 for the available strength of W14x74.
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?
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.
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.