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
| Each bend θ | Multiplier 1/sin(θ) | Derived shrink per inch of offset |
|---|---|---|
| 10° | 5.76 | 0.087489 in/in |
| 22.5° | 2.61 | 0.198912 in/in |
| 30° | 2 | 0.267949 in/in |
| 45° | 1.414 | 0.414214 in/in |
| 60° | 1.155 | 0.577350 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.
| Each bend θ | Exact 1/sin(θ) | Rounded value | Relative error |
|---|---|---|---|
| 10° | 5.759 | 5.8 | +0.72% |
| 22.5° | 2.613 | 2.6 | -0.50% |
| 30° | 2.000 | 2.0 | 0.00% |
| 45° | 1.414 | 1.4 | -1.01% |
| 60° | 1.155 | 1.2 | +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
- Measure the offset height h (the perpendicular distance the conduit must move).
- Pick the bend angle θ and read the multiplier 1/sin(θ).
- Distance between bends = h × multiplier.
- Mark the first bend point, then measure the distance from step 3 along the conduit and mark the second bend point.
- 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.
- 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.
| Bend θ | Along conduit h/sin(θ) | Horizontal run h/tan(θ) |
|---|---|---|
| 10° | 5.759 | 5.671 |
| 22.5° | 2.613 | 2.414 |
| 30° | 2.000 | 1.732 |
| 45° | 1.414 | 1.000 |
| 60° | 1.155 | 0.577 |
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.
| Quantity | Formula | Value for h = 1 |
|---|---|---|
| Outer mark to centre mark | h/sin(22.5°) | 2.6131 |
| Centre-mark shift (one side) | h × tan(11.25°) | 0.1989 |
| Total shrink | 2h × 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?
Why does a 30-degree offset use a multiplier of 2?
Is the shrink number a sourced field allowance?
Can I enter millimeters?
What is the difference between a kick and an offset?
Is the saddle centre-mark shift the same as the total shrink?
Why 2.613 and not 2.6 for the 22.5° multiplier?
How is a rolling offset calculated?
Where does the stub-up take-up value come from?
Does this replace the bender manufacturer’s instructions?
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