Working in industry can be very challenging due to the gap between academic education and industry. You need to be quick and efficient and at the same, you need to have a good understanding of the theory behind the so many formulas you are trying to solve. For this reason, I have created this course to give you the ability to connect the theory to the final solution.
In this course I will start with an overview of code and design method in Australian Steel Structures standard, AS4100.
Working in industry can be very challenging due to the gap between academic education and industry. You need to be quick and efficient and at the same, you need to have a good understanding of the theory behind the so many formulas you are trying to solve. For this reason, I have created this course to give you the ability to connect the theory to the final solution.
In this course I will start with an overview of code and design method in Australian Steel Structures standard, AS4100.
Then we will look at the most important parts of the theory of different actions that can be applied on a steel member which are compression loads, tension loads, uniaxial and biaxial bending moments, shear forces as well as combined actions such as bending + axial load, and bending + Shear force for a full steel member design
we will also look at the theory and the practical aspects of every formula and will give you the key points to consider which I have learnt during my work in the industry.
Finally, we will go through a real-life example together to give you the skills required for a full practical steel member design.
By the end of this course, you will be able to do a full steel member design similar to what a professional engineer does in the Australian industry.
Introduction
Chapter 1 - Summary of the Design Method
Chapter 2 - Summary of Steel Member Design
Chapter 3 - Axial Compression-Tension Capacity
Chapter 4 - Bending and Combined Bending and Axial Force Capacity Check
Chapter 5 - Shear and Combined Bending and Shear Capacity Check
Chapter 6 - Practical Example
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