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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

Torsion Spring Calculator

Inputs

Results

Torsional rate k
8.873N·mm/°
Angle φ₁
33.8°
Angle φ₂
67.6°
Bending stress σ₁
421MPa
Bending stress σ₂
842MPa
Allowable [σ]
981MPa
Force at leg end
24N (T₂/a₁)
Loaded mean dia.
15.51mm
Arbor dia. ≤
12.2mm
Outer dia.
18mm
Inner dia.
14mm
Body length (close)
14mm
Spring index C
8
Factor K_b
1.103
Equivalent coils
6.33
Weight (approx.)
8.7g

Bending stress is within the allowable value.

Torque–angle

17334551869019395878T₁ 34°T₂ 68°Angle °N·mm

Rate T/φ = E·d⁴/(64·D·nₑ) with nₑ = n + (a₁+a₂)/(3πD) for leg deflection; σ = K_b·32T/(πd³), allowable 0.625·Rm. Loaded in the winding direction — the coil diameter shrinks under load, so leave clearance on the arbor. For reference only.

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FORMULAS

Formulas

Torsional rate

T/φ = E·d⁴ / (64·D·nₑ)

φ in radians; × π/180 per degree

Equivalent coils

nₑ = n + (a₁ + a₂)/(3πD)

Includes leg bending

Handbook form

k′ = E·d⁴ / (3667·D·n + 389·(a₁+a₂))

N·mm/°, identical result

Bending stress

σ = K_b·32T/(πd³)

K_b = (4C²−C−1)/(4C(C−1)), inner fibre

Loaded diameter

D′ = D·n / (n + φ/360)

Coil closes in the winding direction; arbor ≤ 0.9(D′ − d)

We build to drawing or sample. Send us your drawing or working conditions and our engineers will recommend material and design.

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