Lateral-torsional buckling is the overall instability of a beam, includes twisting of the member and lateral buckling of the compression flange.
The steel beams posts have 40 posts, with solved problems and illustrative images.
how to design a steel beam?-Solved problem-4-7-1 using table 3-2 to select the proper W-section for design. Get the factored LRFD value for the section.
How to make an analysis of steel beam? The first problem for analysis of a given beam, the second problem for checking section compactness.
Local buckling parameters for members that are subjected to flexure. A discussion is extended to cover the difference between stiffened and un-stiffened elements.
A solved problem 5-2 for the plastic moment value for section W10x60, two methods are used to estimate the value.
Solved problem 5-1 how to estimate elastic, plastic section moduli, and shape factor for a given I section?
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.
How to find the Elastic and plastic section moduli for any shape?
Estimate elastic section modulus and plastic section modulus and shape factor for a rectangle.
A simplified approach to plastic theory, step by step illustration for the basis of the plastic theory.