Tony Abbey's Static Analysis Section
Q: I have a bridge structure, which is only loaded
why do I have to constrain it
horizontally in the span and
Q: I have applied a force to my FE model of a
sailing boat deck
to represent a cleat pull out
load. The stresses I see are far
bigger than the
deck material can take. From my experience
manufacturing these boats it cannot be that bad?
set up a simple cantilever beam model and
in Roark for straight beams.
It is different.
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