local buckling

9b-Practice problem 5-4-1-Check compactness for Fy=60 ksi.

August 31, 2024August 8, 2024 by Maged kamel

Practice problem 5-4-1-Check compactness when the yield stress Fy=60 ksi. for W,M and S shapes

9A-Solved problem-7-4-1-part 2.

November 23, 2024August 9, 2020 by Maged kamel

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.

April 22, 2025August 5, 2020 by Maged kamel

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.

September 7, 2024August 1, 2020 by Maged kamel

Solved problems for local buckling parameters-post 8 steel.

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.

August 31, 2024July 20, 2020 by Maged kamel

Introduction to Local Buckling parameters-post 7.

Local buckling parameters for members that are subjected to flexure. A discussion is extended to cover the difference between stiffened and un-stiffened elements.