Plan safe edges with precise guardrail takeoffs now. Choose shapes, subtract gaps, then add allowances. Download CSV or PDF summaries for team reviews later.
| Scenario | Geometry | Key inputs | Typical output focus |
|---|---|---|---|
| Deck edge | Rectangle | L=10, W=6, openings=1.2, waste=7% | Total length and post count |
| Walkway side | Straight | Length=18, ends=2, returns=0.3 each | End treatment and sections |
| Curved ramp | Arc | D=8, angle=180, openings=0 | Arc length plus allowances |
| Irregular edge | Polygon | Sides=4,5,6,5, openings=0.8 | Custom perimeter takeoff |
Linear takeoffs fail most often because openings, returns, and splice waste are skipped. This calculator separates base geometry from deductions and allowances, so field conditions are visible in the summary. When openings are entered as a single total, the net run reflects real installed rail, not the perimeter. Consistent units also prevent mixed-measure errors during markups on site.
The geometry selector supports straight runs, rectangles, arcs, and custom polygons. Rectangles follow 2×(L+W) for quick platform edges, while arcs use π×D×(angle/360) for curved ramps. The polygon list handles irregular boundaries where drawings show segmented dimensions, letting you sum sides without re-measuring the whole path. For partial curves, the angle input converts plan geometry into an order-ready linear length.
Ordering by stock rail length reduces cutting time and helps predict splices. Sections are estimated with ceil(Net/StockLength), and joints are sections minus one. Each joint can require overlap, couplers, or trimming, so the joint allowance is applied per joint and then added to the net before waste is applied. This method is especially useful when railing must align with posts at corners or landings, where extra fitting is common.
Waste is applied after openings and joint allowances to reflect the real material being purchased. Typical guardrail waste ranges from 5% to 10% depending on layout complexity, finish requirements, and crew experience. Keeping waste editable supports alternate bids and value engineering while maintaining consistent calculation logic. If you expect frequent field adjustments, raise waste modestly rather than inflating base dimensions.
Posts are estimated from total length and spacing using ceil(Total/Spacing)+1, with an optional corner bump for non-straight shapes. This provides a practical starting count for base plates, anchors, and labor planning. Final spacing must still satisfy design loads, substrate capacity, and local compliance checks. Use the export buttons to share the same assumptions with supervisors, estimators, and procurement.
1) What length should I enter for openings?
Enter the combined length where no guardrail is installed, such as stair breaks, gates, or access points. Measure along the guardrail line, not the clear opening width.
2) How do I handle curved ramps?
Use Circle / arc, enter the diameter and the arc angle in degrees. For a half curve, use 180°. The calculator converts that curve into a linear length for ordering.
3) Why does stock length affect joints?
Longer stock pieces reduce the number of sections, which reduces joints. Fewer joints often means less fitting time and lower allowance needs, depending on connectors and required overlaps.
4) What is a good joint allowance value?
Use the extra length needed per splice for overlaps, couplers, trimming, or end cuts. Start with a small value, then adjust based on the railing system, shop drawings, and crew practice.
5) Are post counts exact?
No. Posts are estimated from total length and your spacing input. Final post locations depend on corners, terminations, load requirements, and substrate conditions. Treat the number as a planning baseline.
6) Why do my results change after waste?
Waste is applied to the net length plus allowances because that is what you actually purchase. Higher waste increases total length, which can also increase estimated posts when spacing is fixed.
This calculator estimates linear length for ordering and planning. Always verify local code requirements, rail height, load criteria, and post anchorage with a qualified professional.
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.