>The forces on the balsa shear web are not acting on the end-grain 
>of the balsa as you suggest. They are shear forces that are acting 
>through the neutral axis across the grain.

Actually, you're both sorta 50% correct.
Shear stress in the web material is the same in any direction.
Counterintuitive perhaps, but it's true.  So for withstanding 
shear stress, endgrain balsa is as good as lengthwise-grain balsa.  
The great advantage of endgrain balsa is that it is vastly better 
at restraining the sparcaps from buckling.  The endgrain
web is also necessary if the spar is wrapped with a 
+/-45 deg cloth, which puts a large compressive load
on the web if the cloth's compression fibers buckle.


To belabor the point...

A shear web can also be considered to play the same 
role as the diagonal members in a truss beam --
it prevents "parallelogramming" of any given chunk of the beam.
In a truss, the parallelogramming is restrained by the 
diagonal members, which are either in compression or tension
depending on whether they are angled at +45 or -45 degrees.
In a spar, the parallelogramming is restrained by filling
the spar with a homogeneous web material (e.g. balsa), which 
is then in compression along one diagonal, and in equal 
tension along the other diagonal.  This equal and opposite 
tension/compression along the diagonals is what's commonly
called "shear".

This interpretation of shear loads suggests that an ideal
shear web material is balsa "plywood" oriented at +/-45 degrees, 
so that the diagonal tension/compression loads associated with 
the shear are along the grain, just like in a truss.  Such 
a web is indeed about 2.5x stronger in shear than an endgrain web 
of the same weight (which I've verified by busting spar samples).  
However, if such a web is pierced by ribs like on the Allegro-Lite, 
all advantage of the diagonal grain is lost, since the ribs will
fail in shear well before the web.  A plain endgrain web is the 
easy and appropriate solution in that case.

- Mark




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