Plan rail orders using segmented runs, slopes, and arcs for any site. Review breakdowns, adjust allowances, then download results in seconds without guesswork ever.
| Item | Example value | Notes |
|---|---|---|
| Units | ft | Keep inputs consistent. |
| Rail sides | 2 | Both sides of stairs. |
| Segment 1 | Stair: horizontal 14, rise 8 | Slope ≈ √(14²+8²)=16.125 ft. |
| Segment 2 | Straight: horizontal 12 | Length = 12 ft. |
| Segment 3 | Curve: radius 4, angle 90° | Arc ≈ 4×(π/2)=6.283 ft. |
| Ends | 2 | One start and one finish. |
| Return per end | 1.0 ft | Returns allowance = 2.0 ft. |
| Extension per end | 0.5 ft | Extensions allowance = 1.0 ft. |
| Fittings extra | 2.0 ft | Couplers and trimming buffer. |
| Waste | 10% | Ordering safety margin. |
| Final total | ~82.28 ft | Two rails, allowances, plus waste. |
Example totals are approximate and rounded.
Accurate handrail length keeps fabrication and installation on schedule. Under‑ordering can delay inspections, while over‑ordering wastes material and increases splices. A clear takeoff that separates slope runs, landings, and fittings also makes quotes easier to compare and assumptions easier to defend.
Start with stair geometry: number of risers, riser height, tread depth, and stair width. These values determine the sloped rail run along the incline. Add landing segments as separate straight lengths when the rail continues across a platform or along a corridor.
On stairs, rail length follows the hypotenuse, not the horizontal projection. With n risers, total rise is n × riser height, and total run is (n − 1) × tread depth. The sloped rail length is √(rise² + run²) before extensions.
Many designs include rail extensions past the first and last nosing, plus return bends to reduce snag points. Exact dimensions vary by drawings and local requirements, so treat them as adjustable allowances. When uncertain, confirm details with the project documents and inspector guidance.
Measure wall‑mounted rails along the rail centerline, not the wall face. For curved rails, measure the developed arc length along the curve’s centerline radius. Where elbows or transitions occur, include fitting takeoff or add a small trimming allowance for shop cuts.
Installations need couplers, brackets, end caps, and sometimes intermediate splices based on stock lengths. A practical method is adding 2–5% for miters, cuts, and field adjustment, then matching totals to vendor stock (often 10–20 ft lengths for common metals). For stainless or aluminum, confirm whether fittings are cast, welded, or threaded, because each choice changes developed length.
Different materials need different allowances. Wood rails may require extra length for jointing and finishing, while metal rails can require allowance for weld prep. Keep waste low for shop‑verified takeoffs, and increase it for remodels or irregular geometry.
Before ordering, verify finished floor elevations, tread thickness, and landing lengths on site. Record your final assumptions for extensions, returns, and waste. If the handrail also acts as a guard, coordinate with post spacing and guard layout to prevent rework.
Yes. Enter landing rail segments as additional straight lengths. If your rail ends at the landing, set landing length to zero and calculate only the sloped stair portion.
Use the project detail or specification. If unknown, start with a conservative allowance and update after field verification. Extensions can noticeably change totals on short stairs.
Add return length per end, or include a fittings allowance. Returns may be welded elbows or wood returns, so confirm the developed length with your fabricator or supplier.
The rail follows the incline, formed by total rise and total run. The incline length is the hypotenuse of that triangle, and it is always longer than the horizontal run.
Typical allowances are 2% to 5% for controlled work. Use higher values for remodels, tight tolerances, or when multiple fittings and field cuts are expected.
Use centerline measurements. Estimate the arc length and enter it as a custom length, then add fitting allowances for transitions. For complex curves, confirm with shop drawings.
No. It is a quantity estimator. Always verify height, continuity, extensions, and guard requirements against local regulations and the approved construction documents.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.