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60x120 Riding Arena

Width
60 ft
Length
120 ft
Floor area
7,200 sq ft
Perimeter
360 ft
Concept visualization of a covered riding arena at a representative 90 by 185 foot size; not a real project.
Example Configuration
covered riding arena concept visualization at a representative 90x185 size.Example configuration — for planning purposes only
Last updated Aug 27, 2026Reviewed under the Find Steel Buildings editorial standards

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Riding Arena60′ × 120′ ✓
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Use

How a 60×120 Riding Arena May Be Used

  • Stalls and aisle

    Stall depth on one or both sides sets the width; aisle clearance is planned for equipment access.

  • Feed and tack

    Enclosed rooms are commonly placed at one end so the aisle stays clear.

  • Turnout and access

    Door placement at both ends supports circulation to paddocks.

  • Riding and training space

    Clear-span width is the practical constraint for any working area under roof.

Example

Example Configuration

Example configuration of a 60 by 120 foot riding arena
Riding Arena shown as an example configuration — for planning purposes only. Doors, colors and openings are specified for the actual project.

Quick dimensions

At a Glance

  • Width

    60 ft across the gable end.

  • Length

    120 ft along the sidewall.

  • Floor area

    7,200 sq ft of clear floor.

  • Eave height

    20 ft at the sidewall on the stored profile.

Configuration

How This Building Is Configured

120′ length60′ width7,200 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typeRiding Arena
Footprint60 ft × 120 ft
Floor area7,200 sq ft
Eave height20 ft

Planning

Footprint & Space Planning

  • Footprint

    Width and length are chosen together: width is usually fixed by what has to fit side by side, length by how many bays are needed.

  • Height

    Eave height affects door options, storage height and how open the interior feels.

  • Access

    Where vehicles and people enter changes the whole interior layout, so access is settled before anything else.

  • Doors and openings

    Opening width, height and position are specified with the supplier; they affect the frame and the wall bracing.

  • Site

    Slope, drainage, access for delivery and erection, and the foundation are confirmed for the actual property.

  • Expansion

    Extending along the length is usually simpler than changing the width later, which is worth deciding up front.

Access

Doors & Access Considerations

  • Opening width

    Across a 60 ft gable end, the practical opening width is limited by the frame and confirmed with the supplier.

  • Opening height

    A 20 ft eave sets the ceiling on door height before any frame change.

  • Drive-through

    Matching openings at both ends avoid reversing, at the cost of usable wall.

Similar sizes

Other Sizes for a Riding Arena

Related

Related Building Types

FAQ

Common Questions

60 ft × 120 ft is 7,200 square feet of floor area before any interior partitions.

Length is usually adjusted in bay increments, and width is a larger design change. Both are confirmed with the supplier for the final design.

Site preparation, foundation and erection are commonly quoted separately from the building package. Confirm the scope of any quote you receive.

What this page answers

Judging whether a 60 ft by 120 ft covered arena suits the riding actually being done.

A riding arena is judged by what can be ridden inside it, not by its square footage. At 60x120 the width is the binding constraint: it sets the size of circle work and how much room is left along the track once the walls are lined.

  • Width decides circle work

    Circles and lunging are limited by the 60 ft dimension, not the 120 ft one. Any riding that needs a larger circle than the width allows will feel cramped no matter how long the arena is.

  • The riding rectangle is smaller than the building

    Kickboards, wall framing and a maintenance margin all come off the inside. Plan the ridden area first and let the building be the ridden area plus its lining.

  • Clearance above the rider, not above the floor

    Usable height is measured from the footing to the lowest structural member over the track — and the track runs closest to the walls, where headroom is lowest.

  • Entry at the end, not the side

    A 60 ft end entry keeps both long tracks continuous. A side entry interrupts the working track at the point riders use most.

  • Light and air along 120 ft

    Long side elevations are where daylight and ventilation come from, and both change how horses work inside. Treat them as part of the arena spec.

Before you ask for a quote

The decisions that change what you should be quoted

Planning guidance for an early-stage decision. Nothing here is a price, a load figure or a code requirement.

  • What discipline is ridden here?

    Circle-heavy work is width-driven; straight work and jumping benefit more from the 120 ft length.

  • Is the arena lined with kickboards?

    Lining is standard practice for ridden safety and reduces the internal dimension, so decide it before sizing.

  • Does equipment need to get in to maintain the footing?

    A maintenance vehicle needs its own opening and turning space at one end.

  • Is there viewing or storage attached?

    A lean-to or end bay for viewing, tack or footing storage keeps the riding rectangle clean.

  • How is dust and airflow handled?

    Ventilation strategy affects both horses and riders and belongs in the shell decision.

Related

Where the neighbouring questions are answered

Each link goes to the page that owns that question, so nothing is answered twice.

Overview

A 60x120 riding arena planned as a schooling arena sized for flatwork and lessons rather than competition

This page is ordered around a horse moving freely rather than one being ridden, because loose use imposes a stricter brief on every surface in the building.

3 working tracks fit across the 60-foot width with only 0 feet left over, which is a tight fit: the width is fully committed and nothing can be widened later without moving a wall.

Read this footprint through its span. 60 feet across is the fixed constraint; 120 feet of length is the negotiable one, and at 2 to 1 the building is long for its width, so movement runs front to back. Long spans buy flexibility that is only worth paying for if the operation actually changes shape.

A 60 by 120 footprint is a clearly directional plan: 7,200 sq ft enclosed by 360 ft of wall, at a 2:1 length-to-width proportion. Along its 120 ft dimension it takes 4 runs of working tracks at 30 ft, leaving 0 ft over — the 0 ft is where the argument about this size actually happens. A schooling arena is judged by the track: whether a horse can work continuously around the perimeter, and whether the corners are true rather than pinched. Area matters only insofar as it produces a workable track. Dust control follows the surface and the ventilation together rather than either alone.

This footprint is planned as a schooling arena sized for flatwork and lessons rather than competition. Compared with a 60 by 90 of the same width, the extra depth here adds run rather than reach: it buys about 4 working tracks in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 85 by 85 instead, the same 7,200 sq ft would stand 3 working tracks across rather than 2, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. At this size the building becomes a shared resource, and shared resources need a written rule for who parks where and which door is kept clear. The longest internal travel on a 60 by 120 plan is about 134 ft corner to corner, and the shortest useful one is the 60 ft cross-run. For a a schooling arena sized for flatwork and lessons rather than competition that matters where schooling arena track sits, because shortening the 60 ft run to serve it lengthens every trip along the 120 ft dimension. Drainage under an arena surface is the part that fails invisibly and is the most expensive to correct.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the working track counts on this page are computed from the stored 60x120 record and this platform's planning module for the riding arena category.

Allocation

Dividing the floor for a schooling arena sized for flatwork and lessons rather than competition

The riding use this surface could equally be prepared for is an arena planned around a jumping course and its approaches: there is no jump storage inside, so equipment stands at the edge of the arena and reduces the working area permanently. The track around the perimeter, the working centre inside it, and one corner reserved for halting and instruction.

Depth arithmetic leaves a working end zone here. 1,200 square feet sits past the last row, which is why 60x120 tends to be planned with a mounting and instruction corner out of the track, so a rider can halt without standing in the working line designed in rather than added later. Depth is bought cheaply and width expensively, which is why this proportion tends to be argued about before anything else.

Only 0 feet of width is spare, so there is no wall strip: anything set along a sidewall comes out of a working track's clearance. Height is the dimension people regret; it cannot be added later without rebuilding the frame line.

Compared with a 60 by 90 of the same width, the extra depth here adds run rather than reach: it buys about 4 working tracks in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 85 by 85 instead, the same 7,200 sq ft would stand 3 working tracks across rather than 2, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. At this size the building becomes a shared resource, and shared resources need a written rule for who parks where and which door is kept clear. The longest internal travel on a 60 by 120 plan is about 134 ft corner to corner, and the shortest useful one is the 60 ft cross-run. For a a schooling arena sized for flatwork and lessons rather than competition that matters where schooling arena track sits, because shortening the 60 ft run to serve it lengthens every trip along the 120 ft dimension. Drainage under an arena surface is the part that fails invisibly and is the most expensive to correct. That movement pattern, not the 7,200-square-foot total, is what decides whether the leftover 20 feet is useful here.

Stalls and animal housing54 × 60 ft · 3,240 sq ftAisle and handling space36 × 60 ft · 2,160 sq ftTack, feed and storage30 × 60 ft · 1,800 sq ft120 ft overall length
stall, aisle and storage allocation allocation across the 120-foot length

Footprint arithmetic

The 60x120 footprint measured for a riding arena

Computed dimensional profile of a 60x120 riding arena

MeasureComputed at this footprint
Floor area7,200 sq ft
Interior after a 2 ft wall strip56 × 116 ft (6,496 sq ft)
Proportion2 to 1
Perimeter360 ft (50 ft per 1,000 sq ft of floor)
Wall carried against a square of the same area+6%
Enclosed volume180,000 cu ft at a 20 ft eave and 30 ft ridge
Roof plane against floor7,589 sq ft (+5%)
Working tracks planned3 across × 3 deep = 9
Circulation and margin25% of the footprint
Widest clear opening planned52 ft on the 60 ft gable, 8 ft in a sidewall bay
Bay division10 bays at 12 ft (exact)

Computed from the stored 60x120 record. The 2-foot wall strip, 4-foot corner margin and 4-foot pier allowance are this platform's planning conventions for reading a footprint; they are not code minimums or engineered clearances.

60 ft across takes 3 working tracks and leaves 0 ft. Over 120 ft of run that slack becomes a continuous side aisle rather than 3 separate gaps.

Nothing lands in the middle of a 60-ft clear width. The 3 ranks along the 120-ft length are the only fixed geometry the plan has; every other division is furniture.

120 ft divides exactly into 10 bays at 12 ft. Over 7,200 sq ft a single 12-ft grid is the difference between a plan and an accumulation.

A 20-ft eave puts 180,000 cu ft inside and makes the upper half a planning question in its own right. Framing for it now is a drawing change; adding it to a finished frame is a structural one.

120 ft is deep enough for 3 ranks and a zone behind them. Past 7,200 sq ft the plan needs zones with names, because nothing about the shell suggests them.

The 60-ft gable clears about 52 ft after corner framing — 2 module-width openings abreast. At 3 ranks deep the useful pattern is end in, side out, using the 120-ft wall's 4 possible positions.

How the 120-foot run can be divided

BaysSpacingDivisionWhat it means for the plan
1012 ftExact120 divides exactly by 12, so the frame line, the sidewall openings and any interior division can all land on the same grid.
1210 ftExact120 divides exactly by 10, so the frame line, the sidewall openings and any interior division can all land on the same grid.
620 ftExact120 divides exactly by 20, so the frame line, the sidewall openings and any interior division can all land on the same grid.

Bay divisions are arithmetic on the stored 120-foot length. Frame spacing for a specific building is set by the manufacturer's engineering, not by this table.

Openings

Openings for 3 working tracks across

At 60 feet the gable will not comfortably take one opening per working track: 3 positions with 0 feet spare leaves too little wall for piers. A single wider opening, or a sidewall opening, is the workable route. Cleaning, maintenance and inspection all need reach, and reach is planned in the gaps rather than in the modules.

A horse-safe entrance that does not open onto the track, positioned so a horse entering is not met head-on by one working.

Planning assumptionEngineering-required

Framed-opening sizes, headers and the structure around them are engineered for the specific building. Confirm every opening with the door supplier and the building manufacturer before ordering.

Configurations

Configuring 9 working tracks at 60x120

Nominal bay division computes to 5 bays at about 24 feet, wider than the 20-foot module — so a position can sit inside a bay without a frame line splitting it. A wider bay is a structural decision and a longer bay is a layout decision; the two are often confused.

Two-plus rows change the access question entirely. Every rear position at 60x120 needs either its own opening or an aisle, and 0 feet of spare width is what that aisle has to come from. Service routes are cheap to plan now and expensive to retrofit through a finished shell.

Extension is cheapest along the 120 ft dimension, where each added bay repeats work already framed; widening past 60 ft is a different frame rather than a longer one. Growing to 60 by 150 adds a 5th run of working tracks — useful if the constraint is working tracks rather than the 0 ft already spare at the far end.

Configured as a schooling arena sized for flatwork and lessons rather than competition, 60x120 is judged on whether the 9 working tracks it holds match the operation, and on whether the 0 feet of spare width leaves the route this mode depends on.

  • Does the work need four lanes across, or two lanes flanking an interior work hall, or does it need a second lane that this 60-foot span cannot give?
  • Is the 120-foot length being bought for depth, or for the repeated bays — a long repeating bay sequence, so segment boundaries are set by bay lines rather than by walls?
  • What span does the discipline require, and is the clearance held across the full width?
  • Can the groomer get in without the arena being unusable?
Planning assumptionTypical configuration

Bay division shown here is a planning module computed from the stored length. Actual bay spacing is set by the manufacturer's frame design for the building.

Usable area

How the 7,200 square feet divides at 60x120

Computed working track fit for a 60x120 riding arena

MeasureComputed at this footprint
Working tracks across the 60-foot width3 at a 20-foot module
Leftover width0 ft (0 sq ft as a full-length strip)
Rows along the 120-foot length3 at a 30-foot module after 10 ft of circulation
Leftover depth20 ft (1,200 sq ft across the width)
Total working tracks9
Share of floor committed75%

Module footprint used here is 20 by 30 feet, this platform's planning module for a riding arena. It is not a code minimum or an engineered clearance.

Example allocation of the 120-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Stalls and animal housing54 ft3,240 sq ft
Aisle and handling space36 ft2,160 sq ft
Tack, feed and storage30 ft1,800 sq ft

Shares applied to the stored 120-foot length; areas computed against the 60-foot width.

Planning assumptionPlanning guidance

Module footprints and allocation shares come from this platform's use typology and are published as example planning models. They are not recommendations and do not describe a majority of projects.

Height

Interior height for a 60x120 riding arena

The stored configuration carries a 20-foot eave and computes to 30 feet at the ridge on a 4:12 pitch — a 10-foot rise across 60 feet. Height is therefore not uniform, and the sidewall is the constraint. Every foot of width added multiplies through the roof and the frame; every foot of length mostly adds skin.

Height on a 60 ft span is a separate decision from the 120 ft length, and it is the span that sets the frame's behavior. Raising the eave over 7,200 sq ft affects every bay along the 120 ft dimension, so the test is whether schooling arena track genuinely needs the extra clear height or only the floor area.

Ventilation across 7,200 square feet at this height: dust from the surface makes air movement a working-condition requirement for horses and riders alike.

Planning assumptionPlanning guidance

Clear height below purlins, bracing and lighting is lower than the eave height. The usable figure comes from the manufacturer's framing for the selected building.

Comparison

What changes at adjacent footprints

Computed comparison of nearby footprints for a riding arena

FootprintFloor areaWorking tracks
30x1003,000 sq ft3 (1 x 3)
50x603,000 sq ft2 (2 x 1)
40x803,200 sq ft2 (1 x 2)
60x603,600 sq ft2 (2 x 1)
50x804,000 sq ft4 (2 x 2)

Areas computed from each stored size record; working track counts computed with the same 20 by 30 foot planning module.

  • 30x100 moves the count from 9 to 3 working tracks (1 across by 3 deep), which is the reason to choose between them.
  • 50x60 moves the count from 9 to 2 working tracks (2 across by 1 deep), which is the reason to choose between them.
  • 40x80 moves the count from 9 to 2 working tracks (1 across by 2 deep), which is the reason to choose between them.

Nearby footprints read for a riding arena: exact change in area and in planning working tracks

FootprintArea Δ% ΔWorking tracks at that footprintWhat changes for this use
50x150+300 sq ft+4.2%6 (2 x 3)−3 working tracks on the same planning module.
80x80−800 sq ft−11.1%8 (4 x 2)−1 working track on the same planning module.
60x100−1,200 sq ft−16.7%6 (2 x 3)−3 working tracks on the same planning module.
50x120−1,200 sq ft−16.7%4 (2 x 2)−5 working tracks on the same planning module.

Areas are arithmetic on two stored size records; working track counts use this platform's 20 by 30 foot planning module and are not a capacity statement.

Because this footprint is planned as a schooling arena sized for flatwork and lessons rather than competition, the useful next reads are different from the ones a differently shaped riding arena suggests: schooling arena track, corner quality, mounting area off track.

Visualization

Reading the 60x120 footprint as a riding arena

120′ length60′ width7,200 sq ft
60x120 footprint plan, drawn from the stored dimensional record
20′ eave30′ ridge4:12 pitch · 60′ clear span
Gable cross section at a 20-foot eave and 4:12 pitch, computing to a 30-foot ridge

FAQ

Questions about 60x120 riding arena projects

Take 2 ft off each wall as a working strip and the plan area drops from 7,200 to about 6,496 sq ft across 56 by 116 ft. Against that, 3 by 3 working tracks occupy 5,400 sq ft and roughly 25% of the footprint stays as movement and margin. That circulation share is the number worth arguing about; the headline area is not.

The 60-ft gable takes an opening of about 52 ft clear after corner framing — 2 module-width openings. The 120-ft sidewall takes up to 4 spaced with piers, and those piers sit naturally on the 10-bay grid at 12 ft. Openings are planning geometry here; the sizes a specific building can actually carry come from the manufacturer's engineering for that frame.

One more bay at 12 ft adds 720 sq ft, 10% more floor, and keeps the clean division. It buys depth, not span: if the constraint is fitting things side by side, extra length does not solve it.

A 6-inch slab across 7,200 square feet computes to 133.3 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.

Reserving 10 ft across the 60 ft dimension for movement leaves 50 ft of working width, which takes 2 working tracks at 20 ft. Along 120 ft it takes 4 runs at 30 ft. That is 8 positions out of 7,200 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on can one horse work on the track while another halts, without either affecting the other. These are planning figures computed from the footprint, not a quoted layout.

7,200 square feet of wall and 7,589 square feet of roof at a 4:12 pitch — the roof exceeding the floor by 5%.

A true track with unpinched corners and somewhere to halt off it. Both are proportion questions rather than area questions.

The width leaves 0 feet spare after 3 working tracks. There is no margin, so added equipment or wall storage comes out of a position. Width is the dimension that cannot be extended later.

Methodology

How this page was produced

Sources and methodology

Verified sourceExternal factual sources
  • Find Steel Buildings dimensional records

    Find Steel Buildings · Primary platform dataset · Tier 1 — code authority, standards body, primary dataset or manufacturer engineering

    Supports: Stored nominal width, length, eave height, roof pitch and slab thickness for this subject.

  • International Building Code and International Residential Code

    International Code Council · Model code · Tier 1 — code authority, standards body, primary dataset or manufacturer engineering

    Supports: The framework of adopted codes and local amendments that decides permitting, separation and opening requirements. Cited as the governing framework, never as a local requirement.

Platform calculationComputed on this platform
  • Dimensional figures: Width, length, eave height, roof pitch and nominal slab thickness come from this platform's stored record for the subject. Floor area, perimeter, wall area, roof area, ridge height and slab volume are computed from those inputs rather than transcribed.
  • Working track fit: Counts, leftover strips and per-module areas are computed from the stored 60x120 record against this platform's 20 by 30 foot planning module for the riding arena category, with 10 feet allowed for circulation. The module is editorial planning typology, not a code minimum or an engineered clearance.
  • Allocation model: Zone shares come from this platform's use typology for equine housing and riding space and are applied arithmetically to the stored 120-foot length.
Planning assumptionPlanning assumptions
  • Allocation and layout models: Layout splits are arithmetic on the stored footprint, published as example allocation models. They are not survey findings and do not describe what buyers most often choose.
  • Clearance and opening guidance: Clearance and opening statements are planning guidance. Final dimensions depend on the selected door system, header detail and the manufacturer's engineering for the building.

Methodology notes

  • Prices: No price figure appears on this page. Cost data is published on this platform only with a documented inclusion basis, a collection date and a named source.

Drawn to scale

Plans and dimensions

Every drawing below is generated from the exact dimensions for this building, so proportions and areas are accurate.

120′ length60′ width7,200 sq ft
Computed from stored dimensions
Footprint plan — 60′ × 120′, drawn to the stored dimensions.Platform calculation
Front third2,400 sq ftCenter third2,400 sq ftRear third2,400 sq ft60′ × 120′ floor plate
Computed from stored dimensions
Floor plate divided into equal thirds along the length; each area is computed from the stored footprint.Platform calculation

Continue your research

Related planning topics

Background reading on the questions this page raises. None of these pages sells anything.

Compare 60x120 riding arena configurations

Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.

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