Smart Spring Calculator for Torsion Springs with Round Wire

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Inputs for the Standard and Dimensional scenarios are marked with a green background. Italicized labels indicate optional inputs.
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Wire Available3
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Torque positions
Parameter Free Minimum Cycle Torque Maximum Cycle Torque Other Torque Set Units
Torsional Moment 0 lbf-in
Contact Force, Arm 1 0 lbf
Contact Force, Arm 2 0 lbf
Moving Arm’s Angle deg
Angle Between Arms deg
Deflection 0 deg
ID Stress 0 psi
OD Stress 0 psi
% of Min. Tensile Strength 0 %
Total Coils
Body Length in
Min. Coil ID in
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Graphs
Estimated Fatigue Life by Material — at current wire diameter & load
Compute a spring above to compare estimated fatigue life across materials.
Reference Guide — Helical Torsion Springs
01

How a Torsion Spring Carries Load

Despite the name, a helical torsion spring does not twist its wire. Wind one up and the wire is loaded in bending, exactly as a cantilever beam is. This single fact drives every equation on this page and separates torsion springs from their compression and extension cousins, whose wire genuinely is in torsion.

Two consequences follow immediately. The governing material property is the elastic modulus \(E\) rather than the shear modulus \(G\) — substituting one for the other understates the rate by roughly a factor of 2.6 in steel. And the allowable stresses are bending allowables, which run considerably higher as a fraction of tensile strength than the torsional allowables used for compression springs.

You will find these springs anywhere a part needs to be pushed back toward a rest position through an arc: clothespins, window shades, ratchet pawls, counterbalanced lids, and hinges of every description. They also serve as compliant couplings between shafts running in line, such as between a motor and the pump it drives.

Wire Cross Section

Rectangular wire stores more energy per unit volume in bending than round wire does, so on paper it is the better choice. In practice round wire wins nearly every time, because rectangular spring wire carries a substantial price premium and is far more troublesome to coil. Reach for rectangular wire only when the envelope genuinely forces it.

Single- and Double-Bodied Torsion Springs Single- and Double-Bodied Torsion Springs Image placeholder — artwork to be added
Which Way to Wind It

Load a torsion spring so that winding tightens the body — that is, so the coil diameter shrinks as the spring deflects. Coiling leaves residual stresses behind, and those residuals oppose the working stress in this direction while adding to it in the other. A spring loaded to unwind is working against its own manufacturing history.

Torsion Spring Loading Direction — Favourable vs. Unfavourable Loading Direction — Tightening vs. Unwinding
Tell your springmaker which way it loads. Torsion springs normally get a low-temperature heat treatment that stabilises the end positions rather than a full stress relief, precisely so those helpful residuals survive. If your design must unwind the body under load, the residuals become harmful and the springs need a genuine stress relief instead.
Support

The body wants to buckle sideways under load, so it must be restrained at three points or more. In the overwhelming majority of designs this is handled by running the spring over a shaft or arbor.

02

Spring Rate

Rate is the torque needed to wind the spring through one unit of angle. For round wire it follows from beam bending of the coiled body:

Rate — torque per revolution \[ k \;=\; \frac{M}{\theta} \;=\; \frac{E\,d^{4}}{10.8\,D\,N_{a}} \]

Most shop drawings and this calculator work in torque per degree, which is the same expression with the constant scaled by 360:

Rate — torque per degree \[ k_{\text{deg}} \;=\; \frac{E\,d^{4}}{3888\;D\,N_{a}} \]

Here \(E\) is the elastic modulus, \(d\) the wire diameter, \(D\) the mean coil diameter and \(N_a\) the equivalent active turns from Section 03.

Why 10.8 and Not 10.2

Pure bending theory puts the constant at \(32/\pi \approx 10.2\). Real springs never achieve it, because torque is lost to friction in several places at once: coil rubbing against coil on a close-wound body, the bore of the spring dragging on its arbor, the outside of the body rubbing in its pocket, and the arms sliding across whatever they bear on.

The value 10.8 is an empirical allowance covering all of it. It was arrived at from measured springs rather than derived, and it holds up well for pitched bodies as well as close-wound ones — a pitched spring escapes the coil-to-coil friction but keeps every other source.

Linearity

Within its working range a torsion spring is linear to a good approximation, so a single rate describes it. Departures show up at large deflections, where the body has wound down enough to change \(D\) appreciably — see Section 05.

Specifying Load and Deflection for Torsion Springs Specifying Load and Deflection α = angle between ends · P = load on ends at α · L = moment arm · θ = angular deflection from the free position
Specify torque at an angular position, never at a deflection. State the torque the spring must produce when its arms sit at a defined angle — not when it has been wound some number of degrees away from free. Free angle carries manufacturing scatter of its own, so a requirement written against it inherits that scatter on top of the rate tolerance.
Testing

No industry-standard test method exists for torsion spring load. How the part will be fixtured, where the arms will be restrained, and where torque is read all change the measured answer through the friction terms above. Settle the method with your springmaker before the first sample, and record it on the drawing.

03

Active Coils and the Arm Contribution

The arms are not rigid. Being straight lengths of the same wire, they bend under the same load the body carries, and that bending adds to the total angular deflection. Ignore it and the spring comes out stiffer on paper than it is in hand.

The tidy way to account for it is to convert each arm into the number of body turns that would be equally compliant. For straight tangential arms, an arm contributes one third of its length:

Equivalent turns contributed by the arms \[ N_{e} \;=\; \frac{L_{1} + L_{2}}{3\pi D} \]

where \(L_1\) and \(L_2\) are the moment arm lengths of the two ends.

Add that to the turns actually wound into the body to get the figure the rate equation wants:

Equivalent active turns \[ N_{a} \;=\; N_{b} + N_{e} \;=\; N_{b} + \frac{L_{1} + L_{2}}{3\pi D} \]

\(N_b\) is the body turn count — what you would count looking at the coiled part.

Torsion Spring Dimensions — Wire Diameter, Coil Diameter, and Arm Lengths Torsion Spring Dimensions
Long arms matter. On a small-diameter spring with generous arms the correction is not a rounding detail. A 0.60″ mean diameter with two 1.00″ arms picks up about 0.35 equivalent turns; on a five-turn body that is a 7% softening of the rate.

The relationship runs both ways. Given a target rate you can solve for \(N_a\), subtract the arm contribution, and get the body turns to specify. Bear in mind that \(N_e\) itself depends on \(D\), so when coil diameter is still floating the two must be settled together.

04

Arm Angles and the Free Position

Describing where a torsion spring’s arms point sounds trivial until you try to write it down unambiguously. Two conventions are needed, they are measured in opposite directions, and getting them confused is one of the easier ways to order the wrong spring.

The Two Conventions

Picture the spring as a clock face. One arm is treated as fixed, and it always sits at 9 o’clock — pointing left.

Moving arm angle is measured from the 3 o’clock position, directly opposite the fixed arm, and it sweeps counter-clockwise. So 90° puts the free arm straight up, 180° lays it parallel to the fixed arm, and 270° points it straight down.

Angle between arms starts at the fixed arm itself — 9 o’clock — and sweeps clockwise to wherever the free arm is facing. It answers the question a fitter actually asks: how far apart are these two legs?

Because the two are measured from opposite datums in opposite directions, one always follows from the other:

Relationship between the two conventions \[ \beta \;=\; \bigl(180^\circ - \alpha\bigr) \bmod 360^\circ \]

with \(\alpha\) the moving arm angle and \(\beta\) the angle between arms. They are two readouts of one physical fact, not two independent pieces of information.

Coil Count Sets the Free Angle

Here is what genuinely determines where the free arm ends up: the fractional part of the body coil count. Each quarter turn of extra wire swings the free arm through another 90°.

Free arm angle from body coils \[ \alpha_{\text{free}} \;=\; \bigl(N_b \bmod 1\bigr) \times 360^\circ \]
Specify coils, then read the angle. The arm angle is an output of the winding, not something you can dial in on its own. Decide the body coil count, and the free position follows.
The Three Reference Cases
Body Coils Moving Arm Angle Angle Between Arms Free Arm Points
3.2590°90°Straight up
3.50180°Parallel to the fixed arm
3.75270°270°Straight down

Add a quarter turn of wire and the free arm advances 90°. Note how the two columns diverge — they agree at 90° and part company everywhere else.

Arm Orientation by Coil Count
Torsion Spring Arm Orientation at 3.25, 3.50, and 3.75 Body Coils Arm Orientation at 3.25 / 3.50 / 3.75 Coils 3.25 coils: moving arm 90°, between arms 90° · 3.50 coils: moving arm 180°, between arms 0° · 3.75 coils: moving arm 270°, between arms 270°
Why an Arm Angle Alone Tells You Nothing

Suppose a drawing calls out a free arm angle of 180° and says nothing else. That single number is satisfied by a spring with 1.5 body coils, one with 2.5, one with 3.5, and so on without limit. Every one of them looks identical at rest and behaves completely differently in service, because rate falls as coil count rises.

Quoting an angle in a loaded position does not rescue the situation either. Tell someone the arm moves from 90° to 120° under load and they still cannot size the spring: the deflection might be 30°, or 390°, or 750°. The arm returns to the same clock position on every full revolution.

Coil count and deflection are the real inputs. Those two are unique — each value describes exactly one spring. Arm angles are a convenient way to check that a design came out where you expected, and that is the job they should be given.
Reading the Drawing

Spring design drawings conventionally colour the arm at each analysis position, so a single view shows the whole working range:

BlueFree position — no load applied
GreenMinimum cycle torque position
YellowMaximum cycle torque position
RedMaximum allowable stress — where the spring takes a set

Springmakers typically fold the dimensional callouts — wire diameter, body diameter, body length — into the same sheet, so one drawing documents the whole part.

Design Drawing — Arm Positions by Colour
Torsion Spring Design Drawing Showing Dimensions and Coloured Arm Positions
05

Bending Stress and the Curvature Correction

Because the wire is in bending, stress comes straight from the beam formula applied to a round section:

Bending stress, round wire \[ \sigma \;=\; K_{B}\,\frac{32\,M}{\pi\,d^{3}} \]

The bare \(32M/\pi d^{3}\) term is what a straight beam would see. The factor \(K_B\) corrects for the fact that this beam is wrapped into a circle.

Why a Correction Is Needed

In a curved beam the neutral axis does not sit at the centroid. It migrates toward the centre of curvature, which crowds the bending strain onto the inner surface of the coil. The inside of the wire therefore runs hotter than the simple formula predicts and the outside runs cooler.

Wahl calculated the exact correction at the inner surface — the I.D. — of a round wire torsion spring:

Inner surface (I.D.), exact — Wahl \[ K_{i} \;=\; \frac{4C^{2} - C - 1}{4C\,(C - 1)} \]

with \(C = D/d\) the spring index as always. \(K_i\) is always greater than one, which is why the bore of the coil — not the outside — is where a torsion spring cracks.

For quick hand calculation, a simpler approximation is used instead, covering both surfaces:

Inner surface, approximation \[ K_{B,ID} \;\approx\; \frac{4C - 1}{4C - 4} \]
Outer surface, approximation \[ K_{B,OD} \;\approx\; \frac{4C + 1}{4C + 4} \]

At \(C = 9\) the approximation gives 1.094 against Wahl’s exact 1.090 — about 0.3% high, well inside the scatter of the tensile-strength data it gets checked against. This calculator applies the approximation pair: it is the industry-standard form, and it reproduces reference spring-design software to four significant figures.

Torsion springs crack from the inside. \(K_{B,ID}\) is always greater than one and \(K_{B,OD}\) always less. The gap between them widens sharply as the index drops — a spring at \(C = 4\) carries far more inner-fibre penalty than one at \(C = 12\). Use the inner-surface factor for fatigue and for the stress range in cyclic work.
When to Set the Correction to One

There is a specific case where the correction should be dropped entirely: finding the set point of a spring that carries favourable residual stresses from forming. Yielding during coiling redistributes stress across the section far more evenly than elastic theory assumes, so the real correction collapses toward unity. Applying \(K_{B,ID}\) there would understate what the spring can take.

06

How the Body Moves Under Load

A torsion spring does not hold still while it works. Wind it in the tightening direction and the body draws down onto its arbor and stretches out along it. Both effects are geometric consequences of conserving wire length, and both have to be checked before the design is released.

Mean Diameter Shrinks

Mean diameter is the average of inside and outside diameter. As the spring winds down it falls off according to

Mean diameter under deflection \[ D' \;=\; \frac{N_{b}\,D_{1}}{N_{b} + \theta} \]

where \(D_1\) is the free mean diameter and \(\theta\) is the deflection in revolutions. The same wire is simply wrapped into more, smaller turns.

Body Length Grows

Most torsion springs are close-wound, so the free body length is the wire diameter times the turn count plus one. Winding adds turns, and the body lengthens to match:

Body length under deflection \[ L' \;=\; d\,\bigl(N_{b} + 1 + \theta\bigr) \]

Check this against whatever pocket or bracket the spring lives in, using the deflected value rather than the free one.

Sizing the Arbor

The shaft must stay clear of the bore at every point in the stroke, or the spring will grip it and the torque you measure will be whatever friction decides. Size the arbor against the fully deflected inside diameter, not the free one.

Target 90% of the minimum bore. Make the arbor equal to or slightly under 90% of the inside diameter at maximum deflection. Going much below that is its own failure mode: an undersized shaft stops restraining the body and lets it buckle through large deflections. Too tight binds, too loose buckles.
What the Calculator Reports

Two outputs above describe the deflected state directly. Maximum body length is the length the body reaches at full deflection, once the extra turns have spread it along the arbor. Minimum coil ID is the bore at that same position, after the body has wound down as far as it will go. Check the first against the pocket and the second against the shaft — the free-state values will pass when the deflected ones do not.

Hysteresis

The friction that justifies the 10.8 rate constant also means the spring does not retrace its own curve — torque coming back is lower than torque going out. Where that loss matters, wind the body with deliberate space between adjacent coils. A pitched body gives up the coil-to-coil rubbing entirely, which is the largest single contributor on a close-wound part.

07

Allowable Stress — Static Service

Static allowables are quoted as a percentage of the wire's minimum tensile strength. Which column applies depends on whether the spring carries useful residual stress in the direction it is loaded — the point made back in Section 01.

Material Group Stress-relieved, or no residuals
(apply \(K_B\))
Favourable residual stress
(no correction factor)
Patented and cold-drawn carbon steel 80% 100%
Hardened and tempered carbon and low-alloy steel 85% 100%
Austenitic stainless steel and nonferrous alloys 60% 80%

Maximum recommended bending stress for helical torsion springs in static service, as a percentage of minimum tensile strength.

Reading the Table

Left column — use it whenever the body or the ends are loaded in the direction that opens up their radius of curvature, and for any spring that has been fully stress-relieved. These numbers assume you have applied the appropriate \(K_B\) from Section 04.

Right column — use it for springs that have not been stress-relieved and whose body and ends are loaded so the radius of curvature closes down. No stress correction factor here, because the spring has already yielded during forming and the section carries a far more uniform stress distribution than elastic theory would suggest.

Where a low-index spring yields first. With the outer surface in tension, springs of low index generally give way at the inner surface while high-index springs are more likely to yield at the outer. It is worth checking both surfaces rather than assuming the inside always governs.
08

Allowable Stress — Cyclic Service

Fatigue allowables are again a percentage of minimum tensile strength, and every figure below assumes the stress was calculated with the appropriate \(K_B\) correction applied.

Fatigue Life
(cycles)
Music Wire & Stainless Steel
(A228, 302)
Oil-Tempered & Chrome-Vanadium
(A230, A232)
Not peened Shot peened Not peened Shot peened
105 53% 62% 55% 64%
106 50% 60% 53% 62%

Maximum recommended bending stress (\(K_B\) corrected) for helical torsion springs in cyclic service. Assumes springs in the as-stress-relieved condition with no surging. Shot peening is not achievable on every geometry.

The Ends Usually Govern

It is common for the bending stress in the ends to exceed anything the body sees, and the ends are also where the wire has been worked hardest. Forming a sharp bend can stretch the surface or leave tool marks, and either one is a stress raiser that pulls the usable design stress below the tabulated value.

Watch the Contact Point

Friction concentrates trouble where the end bears on the arbor. That contact patch is frequently the single highest-stressed spot on the whole part, and it is easy to overlook because it does not appear anywhere in the rate or stress equations.

09

End Configurations

Straight tangential arms are the default and the cheapest, but hooks, loops, offsets and formed feet are all routine, and springmakers will produce special shapes on request.

The rule that governs the body governs the ends as well. A bend loaded so that its radius of curvature decreases carries favourable residual stress and can be worked harder than one loaded so the radius opens up. Design the ends so the working load closes them down wherever the geometry allows.

Use the same bending stress expression from Section 04 to check the ends:

Stress in the end bends \[ \sigma \;=\; K_{B}\,\frac{32\,M}{\pi\,d^{3}} \]

with \(K_B\) evaluated on the radius of the bend rather than the coil radius.

Common Torsion Spring End Configurations, sheet 1 End Configurations — Sheet 1
Common Torsion Spring End Configurations, sheet 2 End Configurations — Sheet 2
The ends are usually what limits the spring. A tightly bent end frequently runs at higher stress than any part of the body, so the design is capped by a feature that gets a fraction of the attention the coil calculation does. Generous bend radii buy back real capability at essentially no cost.
Arm Length Is a Design Variable

Remember from Section 03 that arm length feeds directly into the rate through \(N_e\). Lengthening an arm to reach a mounting point also softens the spring, so ends and rate cannot be settled independently of one another.

10

Resonance and Natural Frequency

Like every other spring, a torsion spring has mass distributed along a compliant member, so it has natural modes of its own and can be driven into surge. When the operating frequency approaches a natural frequency the coils begin moving independently of the applied motion, stresses climb well above the design values, and fatigue life collapses.

The defence is separation. Keep the natural frequency well clear of the operating frequency — a wide margin, not a narrow one — and consider building in initial tension to damp the response.

Two boundary conditions matter in practice: one end fixed with the other free to move, and both ends fixed.

Natural frequency, one end fixed \[ n \;=\; \frac{d}{8\pi D^{2} N}\sqrt{\frac{E g}{\rho}} \]
Natural frequency, both ends fixed \[ n \;=\; \frac{d}{4\pi D^{2} N}\sqrt{\frac{E g}{\rho}} \]

Restraining both ends exactly doubles the frequency, which follows straight from the \(8\pi\) becoming \(4\pi\). Here \(g\) is gravitational acceleration and \(\rho\) the material density, so the radical carries units of velocity.

For steel the radical is a constant, and the equations reduce to the forms most designers actually use:

Steel, inch units — one end / both ends fixed \[ n \;=\; \frac{8040\,d}{D^{2} N} \qquad\qquad n \;=\; \frac{16080\,d}{D^{2} N} \]
Steel, metric units — one end / both ends fixed \[ n \;=\; \frac{2 \times 10^{5}\,d}{D^{2} N} \qquad\qquad n \;=\; \frac{4 \times 10^{5}\,d}{D^{2} N} \]
N is the active coil count, arms included. The equations are written with \(N_a\), not the body turn count \(N_b\) — confirmed against three reference cases where the arm contribution ranges from negligible to dominant. With 10″ arms supplying 34% of the total compliance, body coils give 100 Hz against a published 66 Hz, while active coils match it exactly. A case with a small arm contribution cannot settle this: there, \(N_a\) and \(N_b\) are nearly the same number, so either one looks right.
11

Double-Bodied Torsion Springs

A double-bodied spring is two coiled sections joined by a common centre section, and nothing about the design method changes — the equations in Sections 02 through 05 apply to each body on its own.

The assembled rate is simply the sum of the two:

Rate of a double-bodied spring \[ k_{\text{total}} \;=\; k_{1} + k_{2} \]
Four times the rate for the same wire. Hold wire diameter, coil diameter and total wire length constant, and splitting that wire into two bodies gives four times the rate of a single body. Each body has half the turns, so each is twice as stiff, and there are two of them acting together.
Wind Outward From the Centre

Specify these springs so that both bodies are coiled outward from the middle rather than inward from the two ends. The centre section then feeds the bodies naturally, the two halves stay symmetric, and the connecting section is not left fighting the winding direction of either body.

Preferred Winding for Double-Bodied Torsion Springs Preferred Winding for Double-Bodied Springs Image placeholder — artwork to be added
12

Rectangular Wire

Rectangular wire packs more energy storage into the same envelope than round wire of comparable size, which is the reason to accept its cost and its handling difficulties. Everything said about round-wire torsion springs carries over unchanged.

Keystoning

Coiling distorts a rectangular section. The material on the inside of the bend is compressed and thickens while the outside is stretched and thins, so a section that started as a clean rectangle emerges as a wedge — a keystone. The axial dimension after coiling can be estimated from:

Axial dimension after coiling \[ b_{1} \;=\; b\left(\frac{C + 0.5}{C}\right) \]

Where axial length is critical, buy pre-keystoned wire. It is drawn to a wedge that squares up into a near rectangle once coiled.

Keystoned Sections, Wound on Edge and on Flat Keystoned Sections — Wound on Edge and on Flat Image placeholder — artwork to be added
Inner surface, rectangular wire \[ K_{B,ID} \;=\; \frac{4C}{4C - 3} \]

Rate and stress take the same form as the round-wire equations, with the section properties of a rectangle substituted in:

Rate, rectangular wire \[ k \;=\; \frac{E\,b\,t^{3}}{6.6\,D\,N_{a}} \]
Bending stress, rectangular wire \[ \sigma \;=\; K_{B}\,\frac{6\,M}{b\,t^{2}} \]

The \(6M/bt^{2}\) term is simply \(M/Z\) for a rectangular section, consistent with the \(bt^{3}\) appearing in the rate equation above. Both hold whether the spring is wound on edge or on flat.

The curvature correction, again approximated, is a touch gentler than for round wire:

Outer surface, rectangular wire \[ K_{B,OD} \;=\; \frac{4C}{4C + 3} \]
Corner radii cut both ways. Sharp corners concentrate stress and should be avoided. But the generous radii found on rolled wire remove enough material from the section to measurably soften the spring, so the rate equation above will run optimistic unless the actual section is accounted for.
13

Tolerances and How to Specify

Tolerancing Discipline

Standard tolerances exist for coil diameter and end position, and they are the right starting point. Apply them only to the dimensions that actually control how the spring functions. Every toleranced dimension on the drawing is one the springmaker has to hold and inspect, and a part covered in tight numbers that nothing depends on costs more without working better.

Tighter tolerances than standard are generally available. Ask for them where the function genuinely requires it, and leave everything else open.

Free angle and rate fight each other. You cannot tightly control the free angular position, the torque at a given angle, and the rate all at once — the three are linked through the same geometry. Decide which one the application actually cares about, tolerance that, and let the others float as reference dimensions.
What Belongs on the Drawing

A complete torsion spring callout generally covers:

  • Material specification and wire diameter
  • Outside or inside coil diameter, with tolerance, and which one is controlled
  • Body turn count
  • Torque required, and the angular position it is measured at
  • Free angle between the arms
  • Direction of coiling, and the direction of the working load
  • End configuration and arm lengths
  • Maximum body length, and the arbor size the spring works over
  • Finish, and whether shot peening is required

State the loading direction explicitly. As Section 01 explained, it determines the heat treatment the springmaker applies, and it is not something they can infer from the geometry alone.

14

Worked Design Example

The problem. A hinged access panel needs a spring that holds it shut with 5.0 lbf-in of torque when the arms sit 90° apart. Opening the panel winds the spring a further 60°. Both arms are 1.00″ long and tangent to the body, the spring runs over a 0.375″ arbor, and the duty is roughly 5,000 cycles. Material is ASTM A229 oil-tempered wire, \(E = 28.5 \times 10^{6}\) psi.
Step 1 — Pick the working deflection

Nothing fixes the free angle yet, so choose how far the spring is wound at the closed position. Take 60° from free, giving 120° at the fully opened position.

\[ k \;=\; \frac{M_{1}}{\theta_{1}} \;=\; \frac{5.0}{60} \;=\; 0.0833\ \text{lbf-in/deg} \]
Step 2 — Torque at full travel
\[ M_{2} \;=\; k\,\theta_{2} \;=\; 0.0833 \times 120 \;=\; 10.0\ \text{lbf-in} \]
Step 3 — Size the bore around the arbor

The arbor should sit at about 90% of the inside diameter when the spring is fully wound down, so the deflected bore must be at least

\[ ID' \;\ge\; \frac{0.375}{0.90} \;=\; 0.4167\;\text{in} \]
Step 4 — Choose a wire

Trying 0.0938″ (3/32) wire and setting the deflected mean diameter to \(0.4167 + 0.0938 = 0.5105\;\text{in}\), the free mean diameter follows from the wind-down relation with \(\theta = 120° = 0.3333\) rev.

Step 5 — Solve for the turn count

Body turns and free diameter depend on each other, so iterate. Settling at \(N_b = 12.6\):

\[ D_{1} \;=\; 0.5105 \times \frac{12.6 + 0.3333}{12.6} \;=\; 0.5240\;\text{in} \]
\[ N_{a} \;=\; 12.6 + \frac{2.00}{3\pi(0.5240)} \;=\; 13.005 \]
\[ k \;=\; \frac{28.5\times10^{6}\,(0.0938)^{4}}{3888\,(0.5240)(13.005)} \;=\; 0.0833\ \text{lbf-in/deg} \]

That matches the target, so the geometry is consistent.

Step 6 — Check the stress

Index is \(C = 0.5240 / 0.0938 = 5.59\), giving \(K_i = 1.154\).

\[ \sigma \;=\; 1.154 \times \frac{32(10.0)}{\pi(0.0938)^{3}} \;=\; 142{,}300\ \text{psi} \]

Tensile strength at this diameter is about 234,000 psi, so the spring runs at 61% of tensile.

Is 61% acceptable? Against the static table in Section 06 the limit is 85%, so there is comfortable margin. The cyclic table would cap a 105-cycle life nearer 55%, but this panel only sees about 5,000 cycles — far short of where those numbers apply. The design passes.
Resulting Specification
MaterialASTM A229 oil-tempered carbon steel
Wire diameter0.0938″ (3/32)
Mean coil diameter, free0.524″
Outside diameter, free0.618″ reference
Body turns, Nb12.6
Arm length, both ends1.00″, straight and tangent
Spring rate0.0833 lbf-in/deg
Torque at 90° between arms5.0 lbf-in
Torque at full travel10.0 lbf-in reference
Body length, free1.276″ — grows to 1.307″ at full deflection
Arbor diameter0.375″ (90% of the deflected bore)
Design stress142,300 psi, or 61% of tensile

In production the body turn count would be rounded to suit the required free angle between the arms, with the coil diameter adjusted to hold the rate.

Cite This Work

Custom Material
Basic Information
Minimum Tensile Strength
Material Data
lb/in³
psi
psi
%
%
in
in
Tensile Strength Coefficients
Custom S/N Data Optional — overrides built-in fatigue allowables
ult / σult — typically 0.56 for steel)
Life (cycles)
% of Tensile Strength

Leave empty to use the built-in fatigue allowables from the reference table. If data is provided, the cycle life estimator will interpolate from these points using a Basquin power law fit.