Warping Spring for Warping Restraint via Beam Cantilever

Warping Restraint via Beam Cantilever

C_{ω} = G \cdot I_{T} \cdot \frac{1}{λ} \cdot \tan h (λ \cdot l_{k})

C_ω	Warping spring
G	Shear modulus
I_T	Torsional moment of inertia of the extended beam
λ	√[(G ⋅ I_T) / (E ⋅ I_ω)]
l_k	Excess length
I_ω	Warping resistance of the extended beam

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