05-14-15: Richardkrebs
Dover.
The essence of an I beam and ply is the separation of the two outer layers (sheets). Any bending causes compression of one sheet and tension in the other. This increases the stiffness of the structure.
Richardkrebs, that is not correct. if you used sheets of plywood stacked vertically to make an I beam your house would sag and probably fall down. The essence of an I beam as I explained in my post is that the vertical component has high vertical and longitudinal strength, but can be flexible in the lateral direction. It has nothing to do with the layers of timber in the wooden I Beam. In actual fact plywood as you understand it is not used in the manufacture of I beams. I Beams use a special construct of layers of timber running in the same direction to give the structural longitudinal strength. Plywood has the layers arranged with the grain crossing at 90 degrees with each layer.
It might help if you look at a metal I beam to understand the concept - there are no laminations in a metal I beam, but if you removed the top and bottom of the I then the beam will flex like a sheet of metal.