Unequal Flange I Beam Torsion (open section, non-uniform thickness)
Here an open section with non-uniform thickness and non-continuous median lines is analyzed to determine the maximum permissible torque it may withstand, applying a factor of safety. Under this torque, the angle of twist per unit length is found, as well as the absolute angle of twist and torsional springrate, assuming the length of the member is known. These analytical steps were applied to a standard unequal flange I beam cross-section that was looked up out of tabular data. 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 example was recorded on January 21, 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!

Curved Beam Reinforced Tow Hook

Understanding Torsion

Marin Factors | Corrected Endurance Limit | Fatigue Stress Concentration

I Was Wrong About Fixed and Pinned Connections

Understanding Stresses in Beams

Eccentrically Loaded Bolt/Rivet Groups | Finding Primary & Secondary Shearing Stress & Safety Factor

Introduction to Fatigue: Stress-Life Method, S-N Curve

The Professor Who Taught People How To Think (1962)

IDIOTS AT WORK Mechanic Edition | Part 2

Designing Members for Torsion

The Development of Stresses in Beams Explained

Most Ridiculous Worker Mistakes Caught on Camera

06.4 Shear flow in built up members

Fatigue for Combined Loading & Estimating Number of Cycles Until Failure

Gerber & ASME Elliptic Fatigue Failure Criteria | Torsional Fatigue | First Cycle Yielding

This 1966 Millstone Technique Will Blow Your Mind—One Wrong Hit = Weeks of Work DESTROYED

Bolted Joint Stiffness: Spring Constants of Bolts and Clamped Members | Joint Stiffness Constant

Total Idiots at Work Caught on Camera | Best of 2024

JANITOR vs THE BIGGEST GUYS IN THE GYM. They Didn’t Expect THAT

