Arch Calculator
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Arch Calculator
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Formula: R = (S²/8H) + H/2 | Arc = R × θ
Worked example — R = 1.5 m | Arc = 4.7124 m | Area = 3.5343 m²
Formula
R = (S²/8H) + H/2 | Arc = R × θ
For a segmental arch, the radius equals the span squared divided by eight times the rise, plus half the rise. The arc length equals the radius times the central angle in radians. For semicircular arches, the radius is simply half the span.
Worked Examples
Example 1: Semicircular Doorway Arch
Problem:A semicircular arch has a span of 3 meters. Calculate the radius, arc length, and area.
Solution:Radius = Span / 2 = 3 / 2 = 1.5 m Arc Length = π × R = π × 1.5 = 4.7124 m Area = (π × R²) / 2 = (π × 2.25) / 2 = 3.5343 m² Perimeter = Arc Length + Span = 4.7124 + 3 = 7.7124 m
Result:R = 1.5 m | Arc = 4.7124 m | Area = 3.5343 m²
Example 2: Segmental Window Arch
Problem:A segmental arch above a window has a span of 2 meters and a rise of 0.4 meters. Find the radius and arc length.
Solution:R = (S²)/(8H) + H/2 = (4)/(3.2) + 0.2 = 1.25 + 0.2 = 1.45 m Half angle = arcsin(S/(2R)) = arcsin(1/1.45) = 0.7596 rad Central angle = 2 × 0.7596 = 1.5193 rad Arc Length = R × θ = 1.45 × 1.5193 = 2.2030 m
Result:R = 1.45 m | Arc Length = 2.2030 m
Frequently Asked Questions
What are the main types of arches in architecture?
There are several fundamental arch types used in architecture and construction. The semicircular (or Roman) arch has a rise equal to half the span, forming a perfect half-circle — it is the simplest and most structurally stable arch type. The segmental arch is a shallow arc less than a semicircle, commonly used above windows and doors. The pointed (Gothic) arch consists of two arcs meeting at a peak, allowing greater height relative to span and better load distribution. The parabolic arch follows a parabolic curve and is ideal for evenly distributed loads. The catenary arch follows the curve of a hanging chain inverted, providing pure compression with no bending moments. Each type has specific structural advantages depending on the load conditions, materials, and architectural style desired.
How do you calculate the radius of a segmental arch?
The radius of a segmental arch is calculated using the formula R = (S² / (8H)) + (H / 2), where S is the span (chord length) and H is the rise (sagitta or height at the center). This formula is derived from the geometric relationship between a chord and its corresponding circular segment. For example, if you have a span of 4 meters and a rise of 1 meter, the radius would be R = (16/8) + (1/2) = 2 + 0.5 = 2.5 meters. The radius must always be greater than half the span; otherwise, the arc cannot form. This calculation is essential for laying out arch formwork and determining the curvature needed for brick or stone arches in construction.
What is the rise-to-span ratio and why does it matter?
The rise-to-span ratio is the height of the arch (from the spring line to the crown) divided by the horizontal span. This ratio is a critical design parameter that affects both the structural behavior and aesthetic appearance of an arch. A ratio of 0.5 indicates a semicircular arch. Ratios below 0.5 produce flatter, segmental arches that exert greater horizontal thrust on supports. Ratios above 0.5 create pointed or stilted arches. In structural engineering, the rise-to-span ratio determines the magnitude of horizontal reactions at the supports — flatter arches produce larger horizontal forces, requiring stronger abutments or tie rods. Historical Gothic cathedrals often used high ratios (0.6-0.8) to achieve soaring interiors while directing forces more vertically.
What is the difference between an arch and a vault?
An arch is a two-dimensional curved structural element that spans an opening, transferring loads through compression to supports called abutments or piers. A vault is essentially an arch extended in the third dimension — it is a three-dimensional arched structure forming a ceiling or roof. A barrel vault is a semicircular arch extruded along a straight line. A groin vault is formed by the intersection of two barrel vaults at right angles. A ribbed vault uses a framework of arched ribs with lighter infill panels. While arch calculations focus on the cross-sectional geometry (radius, span, rise, arc length), vault calculations additionally require the depth or length dimension to determine surface area, volume, and material quantities for the full three-dimensional structure.
How is arc length calculated for an arch?
Arc length depends on the type of arch and its geometry. For a semicircular arch, the arc length is simply half the circumference of a full circle: L = π × R, where R is the radius (half the span). For a segmental arch, you first calculate the central angle using θ = 2 × arcsin(S / (2R)), where S is the span and R is the radius, then the arc length is L = R × θ (with θ in radians). For a parabolic arch, the arc length requires integration: L = ∫√(1 + (dy/dx)²) dx over the span, which often requires numerical methods. Accurate arc length calculations are essential for estimating material quantities — for example, the number of bricks or stones needed for an arch, the length of reinforcing steel, or the amount of formwork required during construction.
Why is the catenary considered the ideal arch profile?
A chain hung freely between two points takes the shape in which every link carries pure tension along the curve, because a flexible chain cannot resist bending. Invert that curve and the same geometry carries pure compression, which is exactly what masonry does well and what it cannot do in tension. An arch shaped to the catenary under its own weight therefore develops no bending moment anywhere along its length. Under a uniformly distributed load across the horizontal span, the corresponding ideal shape becomes the parabola instead.
What is the line of thrust and the middle-third rule?
The line of thrust is the path the resultant compressive force actually takes through the depth of an arch ring as it travels from crown to abutment. Masonry has effectively no tensile strength, so a joint stays fully in compression only while the thrust line falls within the middle third of its depth. If the thrust wanders outside that band the joint opens on one face and a hinge forms; four hinges turn the arch into a mechanism and it collapses. Thickening the ring widens the band the thrust line may occupy.
How much horizontal thrust does an arch push into its abutments?
An arch converts vertical load into inclined compression, so the supports must resist a horizontal component as well as a vertical reaction. For a parabolic arch under a uniform load w across span L with rise h, the horizontal thrust is approximately w times L squared divided by eight times h. Thrust is therefore inversely proportional to rise: halving the rise doubles the outward push. That is why shallow segmental arches need heavy buttresses, massive adjacent masonry or a tie rod, while tall arches need comparatively little.
What do extrados, intrados, springline and voussoir mean?
The intrados is the inner curved surface of the arch, the one visible from beneath, and the extrados is the outer surface. The springline is the level at which the curve begins to rise from its supports, and the distance from springline to the highest point of the intrados is the rise used in the radius formula. Individual wedge-shaped units making up the ring are voussoirs, the central one is the keystone, and the sloped bearing surface the first voussoir sits on at each end is the skewback.
How do I lay out arch centering from the calculated radius?
Once the radius is known, mark the springline across the formwork blank and measure straight down from the midpoint of the span by the radius minus the rise to locate the centre of the circle, which for a segmental arch falls below the springline. Pivot a trammel bar or a taut string of that radius from the centre and scribe the curve. Voussoir joints are then set out by dividing the included angle into equal parts and drawing radial lines from the same centre, which guarantees every joint is perpendicular to the intrados.
References
Background & Theory
History
Reviewed for accuracy by Abdullah, Technical Content Specialist · Editorial policy
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