Introduction to steel design, which includes a summary of different structural steel published posts. Introduction of steel, tension, compression, connection, and beam design posts.
Introduction to bolted connections, the difference between low carbon steel and high tensile steel bolts, the different components of a bolt, categories of High- strength bolts, learn about snug-tight bolt
Solved problem 4-7, this a design problem for which lb>lr, the solution is made by using a design chart, table3-10, a discussion about the use of table 3-2, and why is table 3-10 is better in that case.
How to design a beam using design chart 3-10? For a given Mult & bracing length,cb=1, a steel beam can be designed by design chart 3-10.
Find the flexure strength-solved problem 9- 7-Lb is bigger than Lr. A step-by-step guide to detrmine the flexture strength Fcr and Mrx.
Solved problem 4-6- how to get the available flexure strength for a beam? this is an analysis problem, bracings distances are >Lp but less than Lr.
Review of the information of Lp, Lr, Fcr, what are the relating equation for each item? a practice example is given for illustration of the subject.
Solved problem 4-5-Design a steel beam-lb less than lp. A detailed step by step calculation for LRFD and ASD design parameters.
We have three Regions for Lateral-torsional buckling for beams. A new item is discussed which is moment gradient cb.
Lateral-torsional buckling is the overall instability of a beam, includes twisting of the member and lateral buckling of the compression flange.
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.
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.
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?