Closed Square
Closed Ground
Closed Ends
Open Ends
Formulas used:
Spring Rate (k) = (G × d⁴) / (8 × D³ × N)
Deflection (δ) = F / k
Spring Index (C) = D / d
Wahl Factor (K) = (4C - 1)/(4C - 4) + 0.615/C
Shear Stress (τ) = (8 × F × D × K) / (π × d³)