3a- Elastic and plastic section moduli for a rectangle.
3a- Elastic and plastic section moduli for a rectangle. Read More »
A simplified approach to plastic theory, step by step illustration for the basis of the plastic theory.
3- An Easy Introduction to Plastic Theory for Beams. Read More »
The false position method is another numerical method for roots finding, The same Solved problem will be used to get the root for f(x) by false position.
3- Quick start to False position method for roots finding. Read More »
Introduction to the compact and non-compact sections for the steel beams, what are the major differences between both.
2- An easy approach to Compact and non-compact sections. Read More »
Definition of matrix, introduction to matrices, how to construct a matrix from a set of equations? What is the augmented matrix?
1-Definition of matrix, matrices properties. Read More »
The post includes solved problems for economic equivalence. Example 1.3 sets a lot of statements and it is required to get the correct one.
2A- Guide to two Solved problems for economic equivalence. Read More »
The post includes two solved problems for deposited money in banks. The major item is the economic equivalence and how to estimate?
2- Easy introduction to Economic Equivalence. Read More »
A solved problem 6-19-4 for local buckling is From prof. Salmon handbook. The steel section is a Built-up section.
15- Solved problem 6-19-4 for local buckling of columns. Read More »
Solved problem 6-8 For Local Buckling. The column is a rectangle hollow section, determine the axial compressive design strength and factors strength.
14-Solved problem 6-8 for local buckling of columns. Read More »
A Solved problem 5-3 For Local Buckling, it is required to estimate Φc*Pn and Pn/Ωc, with the appropriate AISC equations for a square hollow steel section.
13-A Solved problem 5-3 for local buckling of columns. Read More »