Elastic and Plastic Section Modulus and Moments for an I Beam (Wide Flange Section)
Автор: Alan Lloyd
Загружено: 2015-06-18
Просмотров: 95325
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
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