Motor Universal de Geometría y Replanteo

Calculadora de Arcos

Calcule al instante radio, cuerda de giro, ángulo central, dovelas y tablas de coordenadas de replanteo en obra.

e.g. 48 or 48 1/2
in
.0 1/8 1/4 3/8 1/2 5/8 3/4 7/8
e.g. 12 or 12 3/8
in
.0 1/8 1/4 3/8 1/2 5/8 3/4 7/8
in
in
Standard Openings: Ready
Segmental Arch
X: 0.00" | Y: 0.00"
RADIUS R
28.22 in
28 3/16"
ARC LENGTH L
59.10 in
59 2/16"
CENTRAL ANGLE θ
120.00 °
2.094 rad
SEGMENT AREA A
489.0 sq in
3.40 sq ft
TOTAL PERIMETER 107.97 in
PLYWOOD BLANK NEEDED 49" × 43"
EST. FRAMING RIBS 5 ribs @ 16" OC
Generador de Replanteo en Obra

Tabla de Coordenadas de Replanteo y Trazador

For large arches where the swing radius exceeds your compass or room length. Simply draw your baseline, measure out horizontal intervals from center (X), and mark vertical height (Y) to plot perfect curves directly on wood or wall.

Puntos de Coordenadas de Replanteo (Desde el Centro hacia Afuera)
Basado en la Luz actual: 48" • Rise: 12" • Radius: 30.00"
Step Interval:
Pt # Dist from Center (X) Height (Y) Fracción Drop
Tip: Symmetrical — use identical Y heights for both left and right sides.

Simulador de Trazo en Contrachapado

Point 1 of 13
Plotted Offset (X): 0.00" (Vértice Central)
Height Y: 12.000" (12") Drop: 0.000"
3/4" Plywood Blank Baseline X-Axis (Springline) Y: 12"

🔨 Carpentry Technique: Tap finish brads at coordinate marks. Bend a flexible batten against the pins to scribe a smooth curve.

Conocimiento Geométrico de Obra

¿Qué es una Calculadora de Arcos?

An Arch Calculator is a specialized construction geometry tool designed to solve the physical dimensions required to draw, frame, template, or build curved architectural structures from span and rise.

In construction trades, manual calculations often introduce compounding errors. A difference of just 1/4" in sagitta can cause flexible moulding to buckle or masonry voussoirs to misalign.

100% Accurate
Eliminates jobsite trial-and-error waste.
Fraction Ready
Native 1/8", 1/16" carpenter fractions.
Dual Trade
Carpentry framing vs. masonry voussoirs.

Simulador Interactivo de Teorema de Cuerdas

Live SVG Engine
Opening Span (W): 48 in
Crown Rise (H): 12 in
Springline Center (C) Rise H Span W
Radius (R)
30.00"
Center Drop
-18.00"
Sweep Angle
106.3°

💡 Nota de Obra: El centro de curvatura desciende por debajo de la línea de arranque a medida que la flecha disminuye en arcos rebajados.

Guía de Trabajo

Cómo Usar la Calculadora de Arcos

From taking rough opening measurements on the jobsite to stepping out coordinate curves onto 3/4" plywood templates in 4 straightforward steps.

Stage 1 of 4

Profile & Trade Configuration

Haga clic en los diferentes perfiles geométricos para ver cómo se adapta nuestro motor de cálculo a arcos de medio punto, rebajados, elípticos u ojivales.

Trade Mode:
Segmental Circular Arc R = (H/2) + (W² / 8H)
Matemática Geométrica de Precisión

Cómo Funciona — Fórmulas y Ecuaciones

Clean geometric equations with real-time interactive vector annotations. Click or hover any formula variable to highlight its physical dimension.

Dynamic Formula Canvas

Euclidean Chord Theorem Geometry

Active Parameter: Radius (R) Hovered Variable

The radius of the circular arc. Because the center of curvature lies below the springline baseline, the swing arm extends distance R from pivot (C) to apex (A).

R = (W² + 4H²) / (8H) = (48² + 4×12²) / 96 = 30.00"
Click or hover variable chips to inspect:
Span W = 48" Rise H = 12" Radius R = 30" Center (C) Drop = 18"
Circular & Segmental Chord Theorem

Radius from Span & Rise

Derived from Euclid's intersecting chords theorem:

R = (W² + 4×H²) / (8×H)
Y(X) = √(R² - X²) - (R - H)

Hover over variables above to highlight corresponding geometry.

Arc Metrics Soffit Perimeter

Arc Length & Central Angle

Calculate the perimeter curve distance along the soffit and total angular sweep:

θ (rad) = 2 × arcsin(W / (2×R))
θ (deg) = θ (rad) × (180 / π)
L (Arc) = R × θ (rad)

Essential for ordering flexible trim, drywall bead, or bending formwork ribs.

Elliptical Curves Gardener's Pins

Elliptical Axes & Focal Points

Semi-major axis a, semi-minor axis b, and pin focus distance c:

a = W / 2   |   b = H
c (Focus) = √(a² - b²)
P ≈ π × [3(a+b) - √((3a+b)(a+3b))]

String length for layout equals full span (W).

Interactive Numeric Solver

Dynamic Worked Example: Test Your Custom Values

1
Find Radius (R)

Apply chord theorem:

R = (72² + 4×18²) / (8×18)
R = 45.00 inches
2
Find Angle (θ)

Half-chord arcsine:

θ = 2 × arcsin(72 / 90)
θ = 106.26° (1.855 rad)
3
Find Arc Length (L)

Radius × Radians:

L = 45.00 × 1.8546
L ≈ 83 7/16" (83.48")
4
Plywood Template Blank

Cut dimensions:

Blank: 72" × 18"
Radius Center: -27.0" drop
Perfiles Arquitectónicos

7 Tipos Esenciales de Arcos y Simulador de Empuje

Compare mathematical formulas, structural thrust characteristics, and live compressive load vectors across the 7 fundamental arch profiles.

Interactive Profile Inspector

Segmental Arch Profile

Pier Pier Springline Gravity Load
Outward Lateral Kick Lateral Thrust: 85%

Shallow circular chord arches create intense horizontal outward forces (thrust) at the springline, requiring substantial wall backing or reinforced abutments.

R = (H / 2) + (W² / (8 × H))
Open Dedicated Calculator → 7 Profile Shapes Available
Segmental Arch Thrust: 85%

Segmental Arch

Shallow circular arc less than 180°

Formula
R = (H / 2) + (W² / (8 × H))
Thrust: High horizontal lateral kick; requires sturdy wall backing.
Click to test in studio ↑ →
Semicircular (Roman) Arch Thrust: 15%

Semicircular (Roman) Arch

Full 180° half-circle where Rise = Half Span

Formula
R = W / 2 | Rise = Radius
Thrust: Balanced vertical thrust; vertical springline eliminates horizontal kick at jambs.
Click to test in studio ↑ →
Elliptical Arch Thrust: 55%

Elliptical Arch

True semi-ellipse or 3/5-centered compound curve

Formula
(x²/a²) + (y²/b²) = 1 | a = W/2, b = H
Thrust: Variable curvature distributes compression; flatter crown with steep shoulders.
Click to test in studio ↑ →
Gothic (Pointed / Equilateral) Thrust: 20%

Gothic (Pointed / Equilateral)

Two intersecting circular arcs meeting at an apex point

Formula
R = W (Equilateral) | R = (W² + 4H²) / (4W) (Lancet)
Thrust: Steep arch vector redirects forces downwards, drastically reducing horizontal thrust.
Click to test in studio ↑ →
Tudor (Four-Centered) Arch Thrust: 70%

Tudor (Four-Centered) Arch

Compound 4-radius curve with pointed apex and low rise

Formula
2 Small Shoulder Radii (r) + 2 Large Crown Radii (R)
Thrust: Moderate thrust; allows wide, low-clearance openings without sacrificing gothic styling.
Click to test in studio ↑ →
Horseshoe (Moorish / Keyhole) Thrust: 50%

Horseshoe (Moorish / Keyhole)

Circular arc exceeding 180° with inwards-curving imposts

Formula
Sweep Angle θ > 180° | Springline < Opening Width
Thrust: Requires firm impost columns to prevent pinching inward at the neck.
Click to test in studio ↑ →
Jack / Flat Lintel Arch Thrust: 95%

Jack / Flat Lintel Arch

Horizontal soffit supported by angled skewback voussoirs

Formula
Skewback Angle θ ≈ 60°–70° | soffit Camber ≈ 1/8" per foot
Thrust: Extreme outward horizontal thrust; requires heavy masonry abutments on both sides.
Click to test in studio ↑ →
Clasificación Arquitectónica

Matriz Comparativa de Tipos de Arcos

Compare geometric construction, structural load characteristics, and framing difficulty across all architectural arch shapes.

← Swipe comparison table horizontally →
Arch Style Geometry Base Rise-to-Span Structural Thrust Difficulty Typical Application
◒ Segmental Single shallow circular arc (center below springline) 1:3 to 1:6 High lateral kick (requires abutments) Easy Interior room dividers, brick window heads
◐ Semicircular (Roman) Full 180° semicircle (Radius = Span/2) Exact 1:2 Balanced vertical load (zero kick) Easy Classical architecture, Roman aqueducts, arches
⬭ Elliptical True mathematical ellipse (major & minor axes) Flexible Smooth compression distribution Moderate Cased openings, luxury custom trim, carriage doors
⋀ Gothic / Pointed Dual intersecting circular arcs meeting at crown 1:1 to 2:1 Directs thrust sharply downward Moderate Cathedrals, ecclesiastical windows, tall gates
⌒ Tudor (4-Centered) Four distinct radius centers (2 tight, 2 flat) 1:3 Moderate lateral thrust Advanced English Tudor fireplaces, estate entry gates
☉ Horseshoe (Moorish) Circular arc extending beyond 180° > 1:2 Inward pinching at neck springline Advanced Islamic, Moorish, and Spanish revival architecture
▭ Jack / Flat Arch Flat horizontal soffit with angled skewback bricks 0 (Flat) Extremely high lateral kick (Requires Buttress) Advanced Georgian brick window lintels, fireplace surrounds
Segmental Arch Thrust: 85% Lateral Kick Difficulty: Easy

Best for: Interior room dividers, brick window heads, shallow porch headers.

Open Calculator →
Glosario Visual Interactivo

Anatomía de un Arco — Terminología y Geometría

Click or hover over any term or interact with diagram hotspots to inspect key architectural components.

Interactive Anatomy Model Click a part to inspect
Keystone Rise (Sagitta) Springline Spandrel Intrados (Soffit) Extrados Skewback
Keystone / Apex Structural Crown

The central wedge-shaped stone or framing gusset at the crown locking the arch into compression.

Keystone / Apex Structural Crown

The central wedge-shaped stone or framing gusset at the crown locking the arch into compression.

💡 Must sit precisely on the centerline. In masonry, an odd count of bricks ensures a solid keystone at the apex.
Intrados (Soffit) Inner Curvature

The inner, bottom concave surface of the arch opening determining clear walk-through height.

💡 Arc length of the intrados dictates the exact cut length of flexible drywall, trim casing, or formwork skin.
Extrados (Back) Outer Boundary

The upper, exterior convex curved boundary of the arch ring or framing plate.

💡 The area between the extrados and horizontal ceiling header forms the spandrel wall framing.
Voussoirs & Wedges Masonry Blocks

The wedge-shaped masonry units or segmented framing blocks forming the curved arch ring.

💡 Radial mortar joints between voussoirs taper from 1/8" at the intrados to 3/8" at the extrados.
Springline & Springers Baseline Elevation

The imaginary horizontal baseline from which the curve begins springing away from vertical jambs.

💡 All vertical rise (sagitta) measurements are taken strictly perpendicular from this springline.
Skewback & Impost Abutment Bearing

The inclined or horizontal seating surface on piers bearing outward diagonal arch thrust.

💡 For flat jack and shallow segmental arches, skewbacks must angle 60° to 70° toward the radius center.
Mejores Prácticas de Construcción

Límites de Materiales y Construcción en Obra

Designing an arch is only half the battle. Building it requires accounting for physical material bend limits, formwork deflection, and masonry thrust lines.

Interactive Simulator

Drywall & Trim Bending Stress Simulator

Arch Radius: 30 inches
Tight (6") Medium (48") Gentle (140")
Stress Level: 🟢 SAFE (Dry Bend)

1/4" High-Flex Drywall can bend completely dry to a 30" radius without wetting or steaming.

1/4" Flexible Drywall (Dry) ✓ Compatible
1/2" Standard Drywall (Dry) ✕ Will Snap
Polyurethane Flexible Moulding ✓ Compatible
R = 30" Fasteners / Clamps

Minimum Bending Radii for Soffit Linings

Gypsum Assoc. GA-216

Never attempt to bend sheet materials beyond manufacturer elastic limits. If your calculated arch radius is tighter than the minimums below, kerf the substrate or use multi-layered flexible gypsum:

Material Type Min Radius Jobsite Recommendation
1/4" Flexible Drywall (Dry) 24 inches (610 mm) Double-layer required for fire and structural rigidity.
1/4" Flexible Drywall (Wet/Steamed) 12 inches (305 mm) Moistened on back paper; fastened with fine drywall screws.
3/8" Standard Drywall (Dry) 72 inches (1828 mm) Requires gradual bend along lengthwise grain.
1/2" Standard Drywall (Dry) 120 inches (3048 mm) Only suitable for broad segmental room transitions.
1/4" Kerfed MDF / Bendable Plywood 8 inches (203 mm) Ideal for tight radius soffits and arch window jamb returns.
Plywood Centering Formwork

Use 3/4" CDX or birch plywood for arch ribs spaced max 16" on center. Skin the soffit with two layers of 1/4" bending ply. Support the arch formwork on double wooden folding wedges so the center can be struck smoothly after mortar cures.

Masonry Keystone & Taper

Masonry arches must always have an odd number of voussoirs so the apex features a solid keystone rather than a vertical joint. Keep mortar joints between 1/8" (at intrados) and 3/8" (at extrados) or cut tapered voussoirs.

Structural Engineering Notice

IBC & IRC Code Compliance

This tool provides pure geometric, layout, and cut dimensions for architectural planning. It does not perform structural engineering load calculations.

When framing load-bearing walls:
  • Never remove existing structural headers without an engineered beam.
  • Frame the arch as an infill (cripple) structure below the engineered header.
  • Consult a licensed structural engineer (PE) for masonry openings spanning over 6 feet.
Artesanía de Obra

Métodos de Trazo en Obra y Simuladores

Experience the 3 battle-tested techniques carpenters and masons use to transfer digital calculations onto physical plywood templates, drywall, and formwork.

Best for Elliptical Openings d1 (24") + d2 (24") = 48"

Método del Jardinero (Bucle y dos clavos focales)

Based on the geometric definition of an ellipse: the sum of distances from any point on the curve to the two focal points ($F_1$ and $F_2$) is always constant and equals the total opening span ($W$).

Sweep Pencil Along Curve: Angle: 90° (Crown Apex)
Left Spring (0°) Crown (90°) Right Spring (180°)
  1. Mark center line and draw springline (W = 48") and rise (H = 12").
  2. Focal pin distance: c = √(a² - b²) = √(24² - 12²) = 20.78".
  3. Drive two pins at distance c to left and right of center.
  4. Loop non-stretching string around pins, keeping pencil taut to sweep the fair curve.
Pin F1 Pin F2 Pencil
Ejecución en Obra

Aplicaciones por Oficio y Planos de Corte

Desde la estructura de madera hasta el ladrillo visto: compruebe cómo nuestro motor geométrico previene errores en obra.

Interactive Blueprint Viewer

Sección Transversal de Vano de Puerta con Arco

2x10 Double Structural Header (Engineered) King & Jack 3/4" CDX Plywood Infill Arch Plates Clear Walk-Through Opening
Carpentry Framing

Doorway & Cased Openings

Framing elliptical or segmental pass-throughs requires double 2x4 jack studs, plywood backing gussets, and accurate springline elevation alignment.

Masonry Voussoirs

Brick & Masonry Openings

Always calculate an odd count of voussoir bricks to guarantee an apex keystone. For segmental brick arches, calculate skewback angle to ensure stability.

Millwork & Glazing

Arch Windows & Flexible Trim

Calculate exact arc lengths to order flexible polyurethane casing, pre-bent drywall corner bead, or laminated jamb extensions with zero waste.

Índice Completo de Herramientas

Directorio de Calculadoras de Arcos

Filtre rápidamente entre nuestras herramientas especializadas de construcción, soluciones de geometría pura y guías de referencia técnica.

Detailed specialized calculators and reference guides are provided in the master English edition.
English Reference
Base de Conocimientos

Preguntas Frecuentes

Preguntas habituales sobre carpintería, albañilería, geometría de arcos y métodos de replanteo en obra.

Q1 ¿Cómo se calcula el radio de un arco a partir del ancho y la altura?

Aplicando el teorema geométrico de las cuerdas: Radio R = (W² + 4H²) / (8H), donde W es la luz (ancho horizontal del vano) y H es la flecha (altura vertical desde la línea de impostas hasta la clave). Por ejemplo, para un vano de 120 cm de ancho y 30 cm de altura: R = (120² + 4×30²) / (8×30) = 75,00 cm.

Q2 ¿Cuál es la diferencia entre un arco rebajado (escarzano) y un arco de medio punto?

Un arco de medio punto es una semicircunferencia completa de 180° donde la altura equivale exactamente a la mitad del ancho (H = W/2) y el centro se sitúa sobre la línea de arranque. Un arco rebajado o escarzano abarca un segmento inferior a 180°, resultando en una curvatura más suave y plana cuyo centro queda por debajo de la línea de impostas.

Q3 ¿Cómo trazar un arco cuando el radio supera la capacidad de un compás?

Utilice nuestra tabla de replanteo por coordenadas ortogonales (offset). Trace una línea de base horizontal en la plantilla de madera contrachapada, marque intervalos regulares desde el centro (por ejemplo, cada 5 o 10 cm) y mida hacia arriba la altura vertical (Y) calculada para cada punto. Clave clavos pequeños en cada coordenada y apoye un junquillo o listón flexible para delinear la curva continua.

Q4 ¿Por qué los arcos de fábrica o ladrillo deben tener un número impar de dovelas?

Las normas tradicionales de albañilería estructural exigen un número impar de dovelas para que una única clave simétrica quede encajada con precisión en el punto más alto del arco. Un número par generaría una junta de mortero vertical continua justo en el eje central, comprometiendo la estabilidad estructural por concentración de esfuerzos de compresión.

Q5 ¿Cuánta placa de yeso o moldura flexible se necesita para un vano en arco?

Debe medirse la longitud del arco (L) a lo largo del intradós. En arcos circulares y rebajados: Longitud de arco L = Radio × Ángulo central (en radianes). Para un vano de 120 cm de ancho y 30 cm de flecha, la longitud del arco es de aproximadamente 138,4 cm. Añada siempre un 10 % adicional para compensar los cortes de inglete y encuentros con jambas.

Q6 ¿Se puede doblar placa de yeso estándar alrededor de cualquier curva sin romperla?

No. La placa de yeso laminado estándar de 12,5 mm (1/2") tiene un radio mínimo de curvatura en seco de unos 3 metros (10 pies). Para arcos más cerrados, utilice placa de yeso flexible de 6 mm (1/4"), que curva en seco hasta 60 cm de radio o en húmedo hasta 30 cm. Como alternativa, utilice MDF ranurado o contrachapado flexible para jambas curvas.

Q7 ¿Cómo se replantea un arco elíptico en comparación con un arco circular?

Las elipses verdaderas presentan un radio de curvatura variable continuamente (más cerrado en los arranques y plano en la clave). En carpintería y construcción, se trazan comúnmente con el método del jardinero (bucle de cuerda y dos clavos focales), el compás de elipses de Arquímedes o por puntos coordenados mediante nuestra tabla de replanteo.