12x
000977
2024-01-16

Warping Spring for Warping Restraint via Beam Cantilever

Warping Restraint via Beam Cantilever
Cω = G · IT · 1λ · tan h (λ · lk)
Cω Warping spring
G Shear modulus
IT Torsional moment of inertia of the extended beam
λ √[(G ⋅ IT) / (E ⋅ Iω)]
lk Excess length
Iω Warping resistance of the extended beam