Torsion of Non-Circular Cross-Sections (or, Open Sections Suck in Torsion)
LECTURE 16: Here equations are introduced for finding stress and deformation of torsionally-loaded members with non-circular cross sections. Calculations are demonstrated for rectangular cross-sections, and open and closed thin-walled cross sections. Shearing stress, angle of twist, and torsional springrate are computed. It is shown that open thin-walled cross-sections withstand torsion very poorly. Playlist for MEEN361 (Advanced Mechanics of Materials): • MEEN 361: Advanced Mechanics of Materials Playlist for MEEN462 (Machine Element Design): • MEEN 462: Machine Element Design This lecture was presented on January 19, 2018. All retainable rights are claimed by Michael Swanbom. Please subscribe to my Youtube channel and follow me on Twitter: @TheBom_PE Thank you for your support!
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