4-A Solved problem 4-3 for elastic and plastic sections.
Solved problem 4-3 for determining the elastic section modulus, plastic section modulus, and shape factor for a given T section, several methods are used.
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.
3b-Elastic and plastic section moduli for any shape.
How to find the Elastic and plastic section moduli for any shape?
3a- Elastic and plastic section moduli for a rectangle.
Estimate elastic section modulus and plastic section modulus and shape factor for a rectangle.
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.
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.
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?
9-Two Solved Problems for steel column analysis-FE Exam
2 Solved Problems For column analysis- for the first solved problem the section of the column was changed to a bigger section, the compressive strength was recalculated, using the general condition, the second solved problem is for the evaluating the service Live load.
8-Solved Problem 13-28 For Compression Members-FE Exam.
Solved Problem 13-28 for compression members, from Prof Iqbal handbook, for which the available compression member is to be selected.