3- An Easy Introduction to Plastic Theory for Beams.
A simplified approach to plastic theory, step by step illustration for the basis of the plastic theory.
Maged kamel
3- Quick start to False position method for roots finding.
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.
2- An easy approach to Compact and non-compact sections.
Introduction to the compact and non-compact sections for the steel beams, what are the major differences between both.
1- Understanding the Definition of matrix, matrices properties.
Definition of matrix, introduction to matrices, how to construct a matrix from a set of equations? What is the augmented matrix?
2A- Guide to two Solved problems for Economic equivalence.
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.
2- Easy introduction to Economic Equivalence.
The post includes two solved problems for deposited money in banks. The major item is the economic equivalence and how to estimate?
15- Solved problem 6-19-4 for local buckling of column-2010.
A solved problem 6-19-4 for local buckling is From prof. Salmon handbook. The steel section is a Built-up section.
14-Solved problem 6-8 for local buckling of columns-CM#14.
Solved problem 6-8 For Local Buckling. The column is a rectangle hollow section, determine the axial compressive design strength and factored strength.
13-A Solved problem 5-3 for local buckling of columns-CM#14
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.
12- Solved problem 5-2 for local buckling of columns.
A Solved problem 5-2 For Local Buckling, for which it is required to estimate the LRFD value Φ* Pn and the ASD allowable strength P/Ωc, for a column.
1- Easy approach to steel beams and types of buckling.
Introduction to steel beams under flexure, study the definition between the local flange buckling and web buckling, the types of beam sections whether compact or not, how to estimate the nominal Moments, LRFD & ASD values.
11- Local Buckling for stiffened and un-stiffened elements.
Local buckling for stiffened and un-stiffened elements. A discussion is made for Limiting Kl/r based on the different Fy values and the coefficients Qa and Qs.
10a- Easy study of Local Buckling-part-2.
Introduction to Local buckling-part-2 for columns, how to derive the expression for Qa and Qs?The stiffened and unstiffened parts having different coefficients?
10- Best Introduction to Local Buckling-part-1
Introduction to Local Buckling-part-1 for columns, how to derive the equations relating to the local buckling?
1- Step-by-step guidance for the Engineering Economy.
Introduction to the Engineering economy. What is the economical study? What is the difference between borrower and investor? Solved problems are included.