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Canal SpringSINCE 2004
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ENGINEERING TOOLS

Spring Calculators

Online design calculations for compression, extension, torsion, disc and leaf springs

Disc Spring Calculator

Inputs

Source

Results

Load F₂ (single)
48,022N ≈ 4,896.8 kgf
Load F₁ (single)
13,756N
Load at 0.75h₀
48,022N
Standard table load
48,000N
Load when flat
62,711N
Rate at s₂
26,948N/mm
Cone height h₀
2.2mm
h₀/t
0.37
Group
2
σOM (s₂)
-1,248MPa
σOM when flat
-1,663MPa
σI (s₂)
-2,143MPa
σII (s₂)
1,418MPa
σIII (s₂)
1,139MPa
σIV (s₂)
-677MPa
Disc weight
273.7g

Stack: 1 parallel × 4 in series

Stack load F₁
13,756N
Stack load F₂
48,022N
Stack deflection
6.6mm
Stack free length
32.8mm
Discs
4

Stress below yield and deflections within the recommended range.

Single-disc load–deflection

15,67831,35647,03462,7110.551.11.652.2s₁ 13,756Ns₂ 48,022NDeflection mmN

Per GB/T 1972—2005 (same as DIN 2092): F = 4E/(1−μ²)·t⁴/(K₁D²)·K₄²·(s/t)·[K₄²(h₀/t − s/t)(h₀/t − s/2t) + 1]; group 3 discs with contact flats use t′ and K₄. Negative stress = compression. For cyclic loading check the larger tensile stress of σII/σIII against fatigue diagrams. Friction in parallel stacks is ignored. For reference only.

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FORMULAS

Formulas

Factor K₁

K₁ = (1/π)·((C−1)/C)² / ((C+1)/(C−1) − 2/ln C)

C = D/d; K₂, K₃ per GB/T 1972

Load

F = 4E/(1−μ²)·t⁴/(K₁D²)·(s/t)·[(h₀/t − s/t)(h₀/t − s/2t) + 1]

K₄ = 1 without flats; checked against all 87 standard sizes (≤ 2.1%)

σOM

−4E/(1−μ²)·t²/(K₁D²)·(s/t)·3/π

For static checks against yield

σI / σII

−4E/(1−μ²)·t²/(K₁D²)·(s/t)·[K₂(h₀/t − s/2t) ± K₃]

I upper inner (compr.), II lower inner (tension)

σIII / σIV

−4E/(1−μ²)·t²/(K₁D²)·(1/C)·(s/t)·[(K₂−2K₃)(h₀/t − s/2t) ∓ K₃]

III lower outer (tension), IV upper outer

Stacks

F = n·F₁, s = i·s₁, L₀ = i·[H₀ + (n−1)t]

n in parallel, i in series, no friction

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