Last Updated on June 8, 2024 by Maged kamel

**List of Steel Beam Posts-part-4a.**

**Solved Problem 10-1-Design Of Steel Section For Continuous Beam Part-1/4.**

This is the 38th post of the **Steel beam Posts-part-4a, which** includes a solved problem 10-1 for a given continuous beam, it is required to select the lightest W-section available using the plastic analysis, and assuming full lateral support is provided for both the flanges.

Two methods are used, the first method is the statical method or the lower bound method and the second method is the Mechanism or the upper bound method. both methods will lead to the same results.

This is the link for post-38: **Solved problem 10-1 for Design Of Steel Section For Continuous Beam –** **Part-1/3.**

**Solved problem 10-1-design of steel continuous beam-2/4.**

This is post number 38a one of the **Steel beam Posts-part-4**a which includes how to derive a general expression for the moment values for a continuous beam by using the three-moment equations. This is the second part of the solved problem 10-1.

This is the link for post-38a: Solved problem 10-1-design of steel continuous beam –Part 2/4

**39-Solved problem 10-1-use three-moment equations 3/4.**

This is the 39th post of the **Steel beam Posts-part-4**a, which includes how to derive a general expression for the moment values for a continuous beam using the three-moment equations. This is the third part of the solved problem 10-1â€”a step-by-step guide to using the three-moment equation.

This is the link for post-39: Solved problem 10-1-use three-moment equations 3/4.

### 40**-Solved problem 10-1-design of steel sections 4/4.**

This is the 40th post of the Steel beam Posts-part-4, which includes the design of the beam, using elastic analysis with service loads and the 0.90 rule, and assuming full lateral support is provided for both the flanges.

This is the third part of the solved problem 10-1. The next slide image shows the final bending moment diagram after using the 0.90 rule, in which the negative moments at the supports are reduced. A W24x76 is selected, and the section has a Zx value of 200 inch3.

This is the link for post-40: Easy Design of steel section for continuous beam-4-4.

A very useful external resource **A Beginner’s Guide to Structural Engineering**