CE 618 Lecture 09a Strength Limit State 2016 10 25

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  1. Dr. Greg Michaelson & Dr. Karl Barth (Michaelson/Barth)
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Комментарии
Автор

Do you have a lecture that discusses maximum moment capacity in wide flange poles (fixed/free) with multiple loads from attached cantilevers supporting multiple wires under tension? And/or a lecture that discusses lateral-torsional buckling for the same pole scenario and how to work through the AISC chapter F calculations in that situation?

Also, awesome lectures! Wish I could afford to go back to school....such is life..however, you do a great job!

rachaeldemers
Автор

To be clear - I do not do any structural design. I build overhead power distribution systems for light rail. Just would like to be able to follow along while our structural engineers yell at each other over who is correctly interpreting the AISC equations and factors.... preferably without a confused look on my face. :) Step 1: Learn the basics of developing the maximum working moment for a wide flange pole. :)

rachaeldemers