April 2012
Intermediate to advanced
868 pages
22h 25m
English
When a section of a beam is not symmetrical about the plane of bending, an unsymmetrical bending takes place, i.e., in addition to bending, due to applied loads twisting is observed in the beam. Then there are principal axes of the section where the product of inertia is zero. In this chapter students will learn about:
Read now
Unlock full access