13-Solved problem 4-6-how to find the available flexure strength?
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.
Steel Beams
The steel beams’ posts include categories, such as 1- Local buckling.2 Lateral torsional buckling. 3 The coefficient of bending, cb.. 4-bending of non-compact sections and others. All these categories have practice problems.
12- Easy introduction to plastic bracing length Lp, Lr, Fcr.
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.
11-Solved problem 4-5-Design a steel beam-(lb less than lp)
Download the worked solution for Problem 4‑5: Design a steel beam with lb < lp. Includes assumptions, AISC checks, limit states, and final sizing in a detailed PDF.
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.
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.