Category: local buckling

9bPractice problem 541Check compactness for Fy=60 ksi.
Practice problem 541Check compactness when the yield stress Fy=60 ksi. for W,M and S shapes

9ASolved problem741part 2.
Solved problem741part 2. In this part we will deign a Wsection for a steel beam with span of 20 feet based on steel A572.

9How to design a steel beam? Solved problem741.
How to design a steel beam?Solved problem471. 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 unstiffened elements.