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anyway was just interested to know if anyone had any real world experience of playing them, and how they differ.
just because you do, doesn't mean you should.
LOL, thanks - I do tend to nod off after two paragraphs
Always "sceptical" of anything "not solid" - but after reading the Lowden/Jon Gomm special hybrid laminate thingy a couple of years back, its regained the "I wonder what/if" status in me
just because you do, doesn't mean you should.
but there are also needs for the web to have strength for example for the beam to resist shear (typically vertical) forces and to resist torsion
the majority of the mass of the web is too close to the neutral axis (see below) of the beam to build up any significant forces in-plane. At the neutral axis itself there is zero stress
so optimal beam design is to optimise the distance between the 2 flanges and their thickness/width so that the stresses therein are kept within material failure stress, and which have as light a weight as possible.
we often see the use of composite beams, which only have one real flange made of concrete connected to a “deep” flange of steel. The concrete takes the bending (moment) in/by compression which it is very good at. And just the web is often enough to take the tension stresses induced the other side of the neural axis (the point where on one side it’s in tension and the other in compression)
this then gets more fun when we talk about a “plate” or “diaphragm” where we have the 3rd dimension to consider too and its contribution to resisting loads
So is this the time to ask about lattice beams? As I understand it, they don't work like plain beams or I beams or even I beams with holes for lightness, but are a bit of a law unto themselves.
(OK, I'm a million miles off topic now, but I've already had my "be nice to @bertie" moment for the day, so why not?)
OK, ta. I was just thinking of a ruler bends easily one way but is almost impossible to bend the other way.
Assuming, as you say, a beam where the load is pulled by gravity, as in downward. Like a wooden beam is deeper than it is wide.
Guess it's not that simple.