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60x150 Steel Riding Arena

Width
60 ft
Length
150 ft
Floor area
9,000 sq ft
Perimeter
420 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 Arena ✓60′ × 150′ ✓
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Use

How a 60×150 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 150 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

    150 ft along the sidewall.

  • Floor area

    9,000 sq ft of clear floor.

  • Eave height

    14 ft at the sidewall on the stored profile.

Configuration

How This Building Is Configured

150′ length60′ width9,000 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typeRiding Arena
Footprint60 ft × 150 ft
Floor area9,000 sq ft
Eave height14 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 14 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

  • 130′ length60′ width7,800 sq ft

    60′ × 130′

    7,800 sq ft

  • 170′ length60′ width10,200 sq ft

    60′ × 170′

    10,200 sq ft

  • 150′ length50′ width7,500 sq ft

    50′ × 150′

    7,500 sq ft

Related

Related Building Types

FAQ

Common Questions

60 ft × 150 ft is 9,000 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.

Compare nearby sizes

Related footprints for this building type

Each page works through one footprint for one building type.

Overview

A 60x150 riding arena planned as a schooling arena sized for flatwork and lessons rather than competition

This page is ordered around the second population this building acquires, because spectators bring access, sightlines and facilities that the working surface cannot supply.

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.

What distinguishes 60x150 is depth behaviour: 4 rows along 150 feet after 10 feet of circulation, with 20 feet unaccounted for at the end of the run. Rows that cannot be entered independently end up used as one long space.

A 60 by 150 footprint is a long corridor of a plan: 9,000 sq ft enclosed by 420 ft of wall, at a 2.5:1 length-to-width proportion. Along its 150 ft dimension it takes 5 runs of working tracks at 30 ft, leaving 0 ft over — the 0 ft is where the argument about this size actually happens. Taken purely as arithmetic, 60 by 150 gives 2 working tracks across the 60 ft dimension once 10 ft is reserved for movement, and 5 deep along the 150 ft dimension. Run as a a schooling arena sized for flatwork and lessons rather than competition, 10 ft across is enough to be worth planning: a mounting and instruction corner out of the track, so a rider can halt without standing in the working line Lighting placement avoids glare in the horse's line of travel rather than lighting the floor evenly.

At 60x150 the operating question is a specific one: can one horse work on the track while another halts, without either affecting the other? That is a different question from the one a riding arena of another shape has to answer, and it is why this footprint is planned as a schooling arena sized for flatwork and lessons rather than competition rather than as generic covered area.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the working track counts on this page are computed from the stored 60x150 record and this platform's planning module for the riding arena category.

Openings

Openings for 3 working tracks across

Openings are the pinch point here. With 0 feet of spare width the gable cannot host 3 separate doors, so access is either shared or moved to the 150-foot sidewall. Security and after-hours access are easier to design in the door layout than to bolt on later.

The 60 ft ends and the 150 ft sides offer very different opening budgets: 60 ft of end wall has room for one wide opening or two modest ones, while 150 ft of side wall can carry several without the openings competing. On this plan the deciding factor is whether schooling arena track or corner quality should be the first thing reached from the door.

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 12 working tracks at 60x150

Nominal bay division computes to 6 bays at about 25 feet, wider than the 20-foot module — so a position can sit inside a bay without a frame line splitting it. The plan is only as good as the route into it, which is a site question rather than a building one.

Two-plus rows change the access question entirely. Every rear position at 60x150 needs either its own opening or an aisle, and 0 feet of spare width is what that aisle has to come from. Whoever operates the building daily should read the plan before it is frozen, because they know where the pinch points are.

Extension is cheapest along the 150 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 180 adds a 6th 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, 60x150 is judged on whether the 12 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 150-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.

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.

Because 20 feet clears the 10 feet this platform treats as usable, the end of the run is a room rather than a gap: 1,200 square feet for a mounting and instruction corner out of the track, so a rider can halt without standing in the working line. Circulation width is the first thing surrendered under pressure and the first thing missed afterwards.

Width is fully committed at 60x150. With 0 feet spare, wall storage and passing room compete with the working tracks directly. Two feet of spare width reads as nothing on a plan and as a great deal when a machine is being turned.

Compared with a 60 by 110 of the same width, the extra depth here adds run rather than reach: it buys about 5 working tracks in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 95 by 95 instead, the same 9,000 sq ft would stand 4 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. A building of this size behaves like a small yard under a roof: zones need to be defined, signed and left alone, or they migrate. Lessons and individual work share the space, which requires that the instructor's position and the mounting area sit off the track. Kick boards and the wall base take the damage in any building horses use. That movement pattern, not the 9,000-square-foot total, is what decides whether the leftover 20 feet is useful here.

Stalls and animal housing67.5 × 60 ft · 4,050 sq ftAisle and handling space45 × 60 ft · 2,700 sq ftTack, feed and storage37.5 × 60 ft · 2,250 sq ft150 ft overall length
stall, aisle and storage allocation allocation across the 150-foot length

Usable area

How the 9,000 square feet divides at 60x150

Computed working track fit for a 60x150 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 150-foot length4 at a 30-foot module after 10 ft of circulation
Leftover depth20 ft (1,200 sq ft across the width)
Total working tracks12
Share of floor committed80%

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 150-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Stalls and animal housing67.5 ft4,050 sq ft
Aisle and handling space45 ft2,700 sq ft
Tack, feed and storage37.5 ft2,250 sq ft

Shares applied to the stored 150-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 60x150 riding arena

Span drives headroom at 60x150: 60 feet of width on a 3:12 pitch puts 21.5 feet over the middle and 14 feet at the walls, so where a tall item stands matters as much as how tall it is. Daylight placement changes how a floor is used far more than its cost suggests.

Clearance is measured to the lowest structural element over the track, including any bracing. Rider clearance requirements are confirmed for the specific use.

Ventilation across 9,000 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
60x603,600 sq ft2 (2 x 1)
50x804,000 sq ft4 (2 x 2)
40x1004,000 sq ft3 (1 x 3)
60x804,800 sq ft4 (2 x 2)
40x1204,800 sq ft3 (1 x 3)

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

  • 60x60 moves the count from 12 to 2 working tracks (2 across by 1 deep), which is the reason to choose between them.
  • 50x80 moves the count from 12 to 4 working tracks (2 across by 2 deep), which is the reason to choose between them.
  • 40x100 moves the count from 12 to 3 working tracks (1 across by 3 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
80x120+600 sq ft+6.7%6 (3 x 2)−6 working tracks on the same planning module.
80x100−1,000 sq ft−11.1%12 (4 x 3)Same working track count on this planning module; the difference is circulation and stored depth, not capacity.
50x150−1,500 sq ft−16.7%6 (2 x 3)−6 working tracks on the same planning module.
60x120−1,800 sq ft−20%9 (3 x 3)−3 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 60x150 footprint as a riding arena

150′ length60′ width9,000 sq ft
60x150 footprint plan, drawn from the stored dimensional record
12′ eave19.5′ ridge3:12 pitch · 60′ clear span
Gable cross section at a 14-foot eave and 3:12 pitch, computing to a 21.5-foot ridge

FAQ

Questions about 60x150 riding arena projects

Length here buys 4 rows and 6 nominal bays; width buys 3 positions side by side. At this aspect ratio the building is already long for its span, so extra length adds depth rather than capacity.

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 150 ft it takes 5 runs at 30 ft. That is 10 positions out of 9,000 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.

Length is the practical growth dimension; the span and mounted clearance are set by the discipline and stay fixed Practically, the 150-foot dimension is the one that extends; the 60-foot span is fixed once the frames are set.

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

About 1,200 square feet across the width — enough for a mounting and instruction corner out of the track, so a rider can halt without standing in the working line.

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 60x150 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 150-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.

Cost drivers

Quantities that move the estimate at 60x150

No price appears on this page. The quantities that scale an estimate at 60x150 are 9,000 square feet of slab, 111.1 cubic yards of nominal concrete, 5,880 square feet of wall cladding and 9,277 square feet of roof cladding. The span is the commitment; everything inside it is rearrangeable later, and the 60-foot dimension is not.

The surface and its base carry the cost. Surface and footing design are specified for the specific discipline, climate and drainage.

  • the clear span across the riding area
  • eave height for mounted clearance across the full width
  • kickboards and interior lining
  • the surface base and drainage, which is site work
Why we don't quote thisWe do not state 60x150 riding arena pricing here, because it varies too much to give an honest figure. Published 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.

150′ length60′ width9,000 sq ft
Computed from stored dimensions
Footprint plan — 60′ × 150′, drawn to the stored dimensions.Platform calculation
Front third3,000 sq ftCenter third3,000 sq ftRear third3,000 sq ft60′ × 150′ 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 60x150 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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