10a- Regions for Lateral-torsional buckling for beams -2/2.
We have three Regions for Lateral-torsional buckling for beams. A new item is discussed which is moment gradient cb.
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.
10-Step by step guide to Lateral-torsional buckling.
Lateral-torsional buckling is the overall instability of a beam, includes twisting of the member and lateral buckling of the compression flange.
9A-Solved problem-7-4-1-part 2.
Solved problem-7-4-1-part 2. In this part we will deign a Wsection for a steel beam with span of 20 feet based on steel A572.
9-How to design a steel beam? Solved problem-7-4-1.
How to design a steel beam?-Solved problem-4-7-1. two cases for the design of a steel beam, first case for Fy=36 ksi and the second is for Fy=50 ksi.
8- How to make an analysis of steel beams? Solved problems.
How to make an analysis of steel beam? The first problem for analysis of a given beam, the second problem for checking section compactness.
7- A guide to Local buckling parameters for steel beams.
Local buckling parameters for members that are subjected to flexure. A discussion is extended to cover the difference between stiffened and un-stiffened elements.
6-Solved problem 5-2 for the plastic moment value for W10x60.
A solved problem 5-2 for the plastic moment value for section W10x60, two methods are used to estimate the value.
5- A Solved problem 5-1 for Sx & Zx-elastic-plastic moduli
Solved problem 5-1 how to estimate elastic, plastic section moduli, and shape factor for a given I section?