The Shear Stress Formula And Built-Up Sections: Part 3(Example 1)

In the third part of this series, we present a practical example of shear stress design for laminated wind beams in a residential building. This discussion covers the primary function and behavior of wind beams, their structural components, and the techniques used to restrain these beams within the structural frame. We then proceed to design the fixings necessary for laminating timber beams, applying the shear flow and shear stress formulas to make them suitable for use as wind beams.please consider liking, sharing, and subscribing to our channel so others can also benefit. Thank you for your amazing support.

[@ehsanchannel8703]

Happy new year and I hope you had a delightful time. Back to business with these great videos. There are currently few Australian engineers on UA-cam, but the content is somewhat white noise. This is by far the best channel and I love your discussion points. For example in the case of the Wind Beam, I do not recall any engineer going through part 3 of the code to this depth. The torsional restraint requirements, or the use of service wind for both ultimate and service design in this case were news to me, I ran to the code to read myself. I love how you discussed the methods to overcome the restraint requirements. Love your work, it is genuine, in-depth, practical, and above all thought-provoking.

[@learn-structural]

@ehsanchannel8703 I am truly humbled by your comments. I appreciate your amazing feedback. I am extremely happy to also know that contents are useful and somewhat interesting. Atleast this gives me the motivation to create more examples. Thank you again and Happy New Year to you too!