Skip to main content
WIRE·FILL·CHARTNEC 2023 · CH. 9
CALCULATOR · FORMULAS & WORKED EXAMPLES

Conduit Bend Offset Calculator

Conduit bending geometry

Changing units relabels the entered numbers; it does not convert them. Ideal geometry with sharp bend vertices; not a bender-specific procedure. Take-up and real bend marks come from your bender’s instructions.

Multiplier 1/sin(30°): 2.000000

Distance between theoretical bends = 6.000 × 2.0000 = 12.000 in

Derived geometric shrink = 6.000 × tan(15°) = 6.000 × 0.267949 = 1.608 in

Offset multiplier and derived shrink table

Two equal bends; h is the perpendicular offset height
Each bend θMultiplier 1/sin(θ)Derived shrink per inch of offset
10°5.760.087489 in/in
22.5°2.610.198912 in/in
30°20.267949 in/in
45°1.4140.414214 in/in
60°1.1550.577350 in/in

Rounded multiplier: how much error?

Charts often round the multiplier to one decimal place. The table shows the exact value to 3 decimals, a value rounded to one decimal place (labelled “rounded value”; it is not what any particular manufacturer prints), and the relative error that rounding puts into the bend-to-bend distance.

Rounding 1/sin(θ) to one decimal place
Each bend θExact 1/sin(θ)Rounded valueRelative error
10°5.7595.8+0.72%
22.5°2.6132.6-0.50%
30°2.0002.00.00%
45°1.4141.4-1.01%
60°1.1551.2+3.92%

Formula and shrink derivation

Let h be the rise, d the sloped distance between ideal bend vertices, and θ the angle of either bend. Since sin(θ) = h/d, d = h/sin(θ). The horizontal projection is x = d cos(θ).

Derived: shrink s = d − x = d(1 − cos(θ)) = h(1 − cos(θ))/sin(θ) = h tan(θ/2). Shrink per inch of offset is therefore tan(θ/2), in inches per inch. This is the extra straight length consumed compared with the horizontal projection in a zero-radius, sharp-vertex model.

Theoretical bend vertices are not automatically the marks on a real bending shoe. Finite bend radius and tool calibration change the practical layout. This calculator supplies geometry, not a manufacturer-specific bending procedure.

Offset: how to lay out and mark

  1. Measure the offset height h (the perpendicular distance the conduit must move).
  2. Pick the bend angle θ and read the multiplier 1/sin(θ).
  3. Distance between bends = h × multiplier.
  4. Mark the first bend point, then measure the distance from step 3 along the conduit and mark the second bend point.
  5. Make both bends at the same angle, in opposite directions, with the bender marks aligned to the layout marks as the bender’s instructions require.
  6. If the end-to-end length matters, add the derived shrink h × tan(θ/2) to the starting length.

Assumed example, inches: a 6 in offset at 30° gives d = 6 ÷ 0.5 = 12 in and derived shrink = 6 × tan(15°) ≈ 1.608 in. Assumed example, inches (45°): a 4 in offset at 45° gives d = 4 × 1.4142 ≈ 5.657 in and shrink ≈ 1.657 in.

Assumed example, metric: a 100 mm offset at 45° gives d = 100√2 ≈ 141.421 mm and shrink = 100(√2 − 1) ≈ 41.421 mm. The ratios are dimensionless, so the same method works in any unit.

Kick: a single bend

A kick is one bend of angle θ that raises the conduit by h. The distance travelled along the conduit from the bend until the rise reaches h is h/sin(θ), and the horizontal run over that rise is h/tan(θ). This is ideal geometry with a sharp vertex.

Assumed example: a 3 in kick at 30°: along the conduit 3 ÷ sin(30°) = 6.000 in; horizontal run 3 ÷ tan(30°) ≈ 5.196 in.

Kick with h = 1
Bend θAlong conduit h/sin(θ)Horizontal run h/tan(θ)
10°5.7595.671
22.5°2.6132.414
30°2.0001.732
45°1.4141.000
60°1.1550.577

3-point saddle

A 3-point saddle clears an obstacle of height h with a 45° centre bend and two 22.5° outer bends. Each sloped leg rises h at 22.5°, so each outer bend sits d = h/sin(22.5°) = 2.6131h from the centre bend.

Derivation of shrink. The path has two sloped legs of length d. Their horizontal projection is 2d cos(22.5°), so total shrink = 2d(1 − cos 22.5°) = 2h(1 − cos 22.5°)/sin 22.5° = 2h tan(11.25°) = 0.3978h. In this page’s definition the centre-mark shift is one side of that, h tan(11.25°) = 0.1989h. These are two different quantities; do not use one where the other is meant. The same derivation works for a general saddle with a centre bend of 2θ and outer bends of θ.

3-point saddle (22.5° / 45° / 22.5°), per unit of obstacle height
QuantityFormulaValue for h = 1
Outer mark to centre markh/sin(22.5°)2.6131
Centre-mark shift (one side)h × tan(11.25°)0.1989
Total shrink2h × tan(11.25°)0.3978

Assumed example: a 4 in obstacle: outer marks 10.453 in on each side of the centre mark (4 × 2.6131); centre-mark shift 0.796 in; total shrink 1.591 in. Field charts often round the multiplier (for example 2.5 or 2.6), which shortens the distance slightly; this page uses the exact value and does not quote any manufacturer’s numbers.

Rolling offset

When the conduit must move both vertically and sideways, the offset happens in a tilted plane. The true offset is √(rise² + roll²); the distance between bends is then the true offset × 1/sin(θ), exactly as for a plain offset. The tilt of that plane from vertical is atan2(roll, rise).

Assumed example: rise 6 in and roll 8 in make a 6-8-10 triangle, so the true offset is 10 in. At 30° the distance between bends is 10 × 2 = 20 in, and the derived shrink is 10 × tan(15°) ≈ 2.679 in. The plane is tilted about 53.1° from vertical.

Stub-up

For a 90° stub-up, the bender removes some length from the straight section, called take-up. The mark position from the conduit end is desired stub height − take-up. Take-up depends on your bender and conduit size, so you enter it yourself; this page does not contain a take-up table.

Assumed example: a 12 in stub with a take-up of 5 in puts the mark at 12 − 5 = 7 in from the end. The 5 in take-up is an assumed value, not a bender spec.

Definitions

Multiplier
The ratio 1/sin(θ) that turns offset height into the distance between bends.
Shrink
The straight length consumed by an offset or saddle compared with the horizontal projection; here h × tan(θ/2) per offset, derived from ideal geometry.
Take-up
The length a bender uses up in a 90° bend, taken from the bender’s own instructions.
Gain
The straight length saved by a rounded bend compared with the sharp-corner path. It depends on the bend radius and is not modelled here.

Common mistakes

  • Mixing up the angle of each bend with the total change of direction.
  • Forgetting shrink when the end-to-end length matters.
  • Marking from the wrong reference, such as the wrong end or the wrong edge of the bender mark.
  • Using the take-up from a different bender or conduit size.
  • Bending the second bend in the wrong direction, which turns an offset into a dog-leg.
  • Treating the centre-mark shift and the total shrink of a saddle as the same number.
  • Using a rounded multiplier without checking the error it adds.

Frequently asked questions

Is the bend angle the total of both bends?
No. θ is the angle of each bend. The ideal offset uses two equal bends in opposite directions, leaving the entry and exit runs parallel.
Why does a 30-degree offset use a multiplier of 2?
sin(30°) = 0.5, so 1/sin(30°) = 2. A 6-inch offset therefore needs 12 inches between the theoretical bends.
Is the shrink number a sourced field allowance?
No. It is derived ideal geometry: shrink = distance − horizontal projection = h × tan(θ/2). It is not a manufacturer’s rounded shrink allowance and does not account for bend radius, shoe marks or springback.
Can I enter millimeters?
Yes. The multiplier and shrink ratio have no units. Use the same unit for offset height, bend spacing and shrink; selecting a unit only labels the entered number.
What is the difference between a kick and an offset?
A kick is one bend that raises the conduit by h and leaves it at an angle; an offset uses two equal opposite bends so the conduit continues parallel to its original line. For a kick at angle θ, the travel along the conduit is h/sin(θ) and the horizontal run is h/tan(θ).
Is the saddle centre-mark shift the same as the total shrink?
No. In this calculator the total shrink of a 3-point saddle is 2 × h × tan(11.25°) ≈ 0.398h, and the centre-mark shift is one side of that, h × tan(11.25°) ≈ 0.199h. They are different quantities, so check which one your layout method uses.
Why 2.613 and not 2.6 for the 22.5° multiplier?
The exact value is 1/sin(22.5°) = 2.6131. Rounding to 2.6 is a convenience that makes the distance about 0.5% short. The rounded-multiplier table on this page shows the error for each standard angle, computed in code.
How is a rolling offset calculated?
Combine the vertical rise and the horizontal roll into the true offset: true offset = √(rise² + roll²). Then use it like an ordinary offset: distance between bends = true offset × 1/sin(θ). A rise of 6 and a roll of 8 gives a true offset of 10.
Where does the stub-up take-up value come from?
From your bender: take-up is a property of the bender and conduit size, so you enter it yourself. This page has no built-in take-up numbers. The mark position is the desired stub height minus the take-up.
Does this replace the bender manufacturer’s instructions?
No. Everything here is ideal sharp-vertex geometry. Real bends have radius, springback and tool-specific marks, so follow your bender’s instructions and check the result on the actual conduit run.

Methodology & sources

Method: the right-triangle definitions sin(θ) = opposite/hypotenuse, cos(θ) = adjacent/hypotenuse and tan(θ) = opposite/adjacent, plus the half-angle identity (1 − cos θ)/sin θ = tan(θ/2). The kick, saddle, rolling-offset and stub-up results are derived on this page from those definitions. Every table value is calculated by code at full precision and then rounded for display.

This is ideal geometry only: it is not derived from the NEC, it is not manufacturer data, and it has not been reviewed by a licensed electrician. No shrink or take-up field constants are used. Use the bender manufacturer’s instructions for actual bend radius, marks, take-up and springback, and confirm the layout on the real conduit.

Hommer Zhao · Updated