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.
Maged kamel
3- Easy introduction to Ix for the rectangular section
How to estimate the Moment of inertia Ix for the rectangular section using a horizontal strip about axis x? What will be the Ixg value and radii of gyration?
5A-Practice problems with linear approximation
In this post, there are practice problems with linear approximation. these pr practice problems are using step-by-step illustration.
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.
2-Parallel axes theorem for Iy, polar moment of inertia.
Introduction to the parallel axes theorem for Iy and polar moment of inertia. and how to get the values of radius of gyrations kx and Ky.
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.
5- What is the Linear Approximation method?
Introduction to linear approximation, what is a linear approximation equation?