Elastic and Plastic Section Modulus and Moments for an I Beam (Wide Flange Section)

This example works from first principle sectional analysis of a steel wide flange section (I beam) to compute: -Elastic Moment and Elastic Section Modulus -Plastic Moment and Plastic Section Modulus -The Shape Factor There is one previous video and one followup video for this that compute the same properties for: -Rectangular Section -T Section This video was created as part of the CE 3063 Structural Steel Design 1 course at the University of New Brunswick. A pdf of the solution may be found here: http://www2.unb.ca/~alloyd1/steel.html