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50x60 Hay Barn

Width
50 ft
Length
60 ft
Floor area
3,000 sq ft
Perimeter
220 ft
Concept visualization of a open hay barn at a representative 60 by 105 foot size; not a real project.
Example Configuration
open hay barn concept visualization at a representative 60x105 size.Example configuration — for planning purposes only
Last updated Aug 27, 2026Reviewed under the Find Steel Buildings editorial standards

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Hay Barn ✓50′ × 60′ ✓
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Use

How a 50×60 Hay Barn May Be Used

  • Equipment shelter

    Machinery clearance height and door width are usually the limiting factors, not floor area.

  • Commodity and forage

    Bulk storage depth against the sidewalls affects how the building is loaded and unloaded.

  • Drive-through access

    End-to-end access lets equipment pass through without reversing.

  • Seasonal working space

    Open floor is commonly kept for repairs and staging between seasons.

Example

Example Configuration

Example configuration of a 50 by 60 foot hay barn
Hay Barn 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

    50 ft across the gable end.

  • Length

    60 ft along the sidewall.

  • Floor area

    3,000 sq ft of clear floor.

  • Eave height

    16 ft at the sidewall on the stored profile.

Configuration

How This Building Is Configured

60′ length50′ width3,000 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typeHay Barn
Footprint50 ft × 60 ft
Floor area3,000 sq ft
Eave height16 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 50 ft gable end, the practical opening width is limited by the frame and confirmed with the supplier.

  • Opening height

    A 16 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 Hay Barn

Related

Related Building Types

FAQ

Common Questions

50 ft × 60 ft is 3,000 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 50x60 hay barn planned as a wide-face store where most of the stack is reachable from the outside

This page is ordered around zoning across the 50-foot span, because that is the dimension a hay barn cannot change later.

The footprint holds 9 face bays — 3 across by 3 deep — and the remaining 2 feet is marginal: the face has no covered strip, so anything staged in front of the stack is exposed and has to be moved the same day.

Read this footprint through its span. 50 feet across is the fixed constraint; 60 feet of length is the negotiable one, and at 1.2 to 1 the building is close to square, so movement runs in both directions. The span is the commitment; everything inside it is rearrangeable later, and the 50-foot dimension is not.

A 50 by 60 footprint is a mildly directional plan: 3,000 sq ft enclosed by 220 ft of wall, at a 1.2:1 length-to-width proportion. Along its 60 ft dimension it takes 3 runs of face bays at 16 ft, leaving 12 ft over — the 12 ft is where the argument about this size actually happens. Taken purely as arithmetic, 50 by 60 gives 2 face bays across the 50 ft dimension once 10 ft is reserved for movement, and 3 deep along the 60 ft dimension. Run as a a wide-face store where most of the stack is reachable from the outside, 10 ft across is enough to be worth planning: a covered strip along the open face where a load can stand out of the rain while it is being sorted Ground moisture rising into the bottom layer is a floor and drainage question that is settled before the frame goes up.

At 50x60 the operating question is a specific one: is it better to have a shallow stack that is entirely reachable, or a deep one that mostly is not? That is a different question from the one a hay barn of another shape has to answer, and it is why this footprint is planned as a wide-face store where most of the stack is reachable from the outside rather than as generic covered area.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the face bay counts on this page are computed from the stored 50x60 record and this platform's planning module for the hay barn category.

Allocation

Dividing the floor for a wide-face store where most of the stack is reachable from the outside

The storage arrangement this floor tends toward in a heavy season is a large-volume seasonal store filled in a burst and drawn down over months: unloading has to happen outside, which is the constraint that decides whether filling continues in poor weather. Dividing the 3,000 sq ft by the 15 by 16 ft face bay gives roughly 6 positions before circulation is deducted a second time for cross movement. Whether the plan keeps 6 or drops to 3 comes back to the question this footprint is really answering: is it better to have a shallow stack that is entirely reachable, or a deep one that mostly is not?

Treating the last 2 feet as a room is the recurring planning error at 50x60: the face has no covered strip, so anything staged in front of the stack is exposed and has to be moved the same day. Doors and their approaches decide more about daily use here than the enclosed area does.

The 5 feet of spare width runs the whole 60-foot length — 300 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another face bay. The building is fixed for decades while the operation inside it changes every few years, and the plan has to survive that.

Because bays are independent, work is parallel rather than sequential: one bay can be filled while another is being emptied, which is the operating advantage this shape buys. Rodents and birds treat a forage store as habitat, and the eave and base details are where that is addressed. That movement pattern, not the 3,000-square-foot total, is what decides whether the leftover 2 feet is useful here.

Equipment bays36 × 50 ft · 1,800 sq ftMaterial and input storage15 × 50 ft · 750 sq ftWorking and turning space9 × 50 ft · 450 sq ft60 ft overall length
equipment and storage allocation allocation across the 60-foot length

Usable area

How the 3,000 square feet divides at 50x60

Computed face bay fit for a 50x60 hay barn

MeasureComputed at this footprint
Face bays across the 50-foot width3 at a 15-foot module
Leftover width5 ft (300 sq ft as a full-length strip)
Rows along the 60-foot length3 at a 16-foot module after 10 ft of circulation
Leftover depth2 ft (100 sq ft across the width)
Total face bays9
Share of floor committed72%

Module footprint used here is 15 by 16 feet, this platform's planning module for a hay barn. It is not a code minimum or an engineered clearance.

Example allocation of the 60-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Equipment bays36 ft1,800 sq ft
Material and input storage15 ft750 sq ft
Working and turning space9 ft450 sq ft

Shares applied to the stored 60-foot length; areas computed against the 50-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.

Openings

Openings for 3 face bays across

The 50-foot gable can carry 3 openings, one per face bay, with 5 feet of wall left for piers between and beside them — the arrangement that keeps each position independently reachable. Ground conditions and drainage decide the floor before the frame does.

The frontage is largely open or repeatedly opened, which makes weather exposure the governing question. Which direction the face points at does more for the stored material than anything about the roof.

Loader-handled from the open side, with the working face moving as the stack grows and shrinks.

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 face bays at 50x60

At 20-foot nominal bays the structure works with the layout instead of against it: one face bay per bay line, walls free of awkward half-positions. The floor treatment is a use decision that outlasts most of the equipment standing on it.

Two-plus rows change the access question entirely. Every rear position at 50x60 needs either its own opening or an aisle, and 5 feet of spare width is what that aisle has to come from. Two operations of the same size can want opposite plans, so the arithmetic below is a starting point rather than a recommendation.

Widening adds bays and preserves the arrangement; deepening changes the type of store it is. Extend across the frontage where the site allows it.

Configured as a wide-face store where most of the stack is reachable from the outside, 50x60 is judged on whether the 9 face bays it holds match the operation, and on whether the 5 feet of spare width leaves the route this mode depends on.

  • Does the work need three lanes and a working lane, or two lanes with an interior work hall between them, or does it need a second lane that this 50-foot span cannot give?
  • Is the 60-foot length being bought for depth, or for the repeated bays — five or six repeated bays, so functions are assigned bay by bay?
  • What stack height do you plan, and can the loader place a bale above it inside the building?
  • Which sides stay open for airflow, and which face the weather?
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.

Height

Interior height for a 50x60 hay barn

Across a 50-foot span the 3:12 pitch adds 6.3 feet between eave and ridge. The centreline measures 22.3 feet; anything parked or stacked near a wall lives with the 16-foot eave. An empty building looks generous and a working one rarely does; plan against the working state.

Height on a 50 ft span is a separate decision from the 60 ft length, and it is the span that sets the frame's behavior. Raising the eave over 3,000 sq ft affects every bay along the 60 ft dimension, so the test is whether wide loading face planning genuinely needs the extra clear height or only the floor area.

Ventilation across 3,000 square feet at this height: airflow through a stack is the reason many hay barns stay open-sided; enclosing them changes how the stored crop behaves.

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 hay barn

FootprintFloor areaFace bays
30x401,200 sq ft4 (2 x 2)
24x501,200 sq ft6 (2 x 3)
32x401,280 sq ft4 (2 x 2)
36x401,440 sq ft6 (3 x 2)
24x601,440 sq ft6 (2 x 3)

Areas computed from each stored size record; face bay counts computed with the same 15 by 16 foot planning module.

  • 30x40 moves the count from 9 to 4 face bays (2 across by 2 deep), which is the reason to choose between them.
  • 24x50 moves the count from 9 to 6 face bays (2 across by 3 deep), which is the reason to choose between them.
  • 32x40 moves the count from 9 to 4 face bays (2 across by 2 deep), which is the reason to choose between them.

Nearby footprints read for a hay barn: exact change in area and in planning face bays

FootprintArea Δ% ΔFace bays at that footprintWhat changes for this use
40x80+200 sq ft+6.7%8 (2 x 4)−1 face bay on the same planning module.
40x70−200 sq ft−6.7%6 (2 x 3)−3 face bays on the same planning module.
50x50−500 sq ft−16.7%6 (3 x 2)−3 face bays on the same planning module.
60x60+600 sq ft+20%12 (4 x 3)+3 face bays on the same planning module.

Areas are arithmetic on two stored size records; face bay counts use this platform's 15 by 16 foot planning module and are not a capacity statement.

Because this footprint is planned as a wide-face store where most of the stack is reachable from the outside, the useful next reads are different from the ones a differently shaped hay barn suggests: wide loading face planning, bay separation, open face orientation.

Visualization

Reading the 50x60 footprint as a hay barn

60′ length50′ width3,000 sq ft
50x60 footprint plan, drawn from the stored dimensional record
16′ eave22.3′ ridge3:12 pitch · 50′ clear span
Gable cross section at a 16-foot eave and 3:12 pitch, computing to a 22.3-foot ridge

FAQ

Questions about 50x60 hay barn projects

Not enough for a planned room at this footprint: the face has no covered strip, so anything staged in front of the stack is exposed and has to be moved the same day.

Reserving 10 ft across the 50 ft dimension for movement leaves 40 ft of working width, which takes 2 face bays at 15 ft. Along 60 ft it takes 3 runs at 16 ft. That is 6 positions out of 3,000 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on is it better to have a shallow stack that is entirely reachable, or a deep one that mostly is not. These are planning figures computed from the footprint, not a quoted layout.

It depends on the loader lifting a bale to the top of the intended stack, which is higher than the stack itself. The stored configuration computes to 22.3 feet at the ridge, but the eave is the number that governs anything standing near a wall.

Yes, and that is the main reason to choose this shape. Physical separation by bay is more reliable than separation by stack position within one block.

The footprint holds 9 face bays — 3 across by 3 deep — and the remaining 2 feet is marginal: the face has no covered strip, so anything staged in front of the stack is exposed and has to be moved the same day. Those counts use a 15 by 16 foot planning module with 10 feet allowed for circulation, so a different module changes the answer.

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.
  • Face bay fit: Counts, leftover strips and per-module areas are computed from the stored 50x60 record against this platform's 15 by 16 foot planning module for the hay barn 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 agricultural equipment and crop shelter and are applied arithmetically to the stored 60-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 50x60

No price appears on this page. The quantities that scale an estimate at 50x60 are 3,000 square feet of slab, 46.3 cubic yards of nominal concrete, 3,520 square feet of wall cladding and 3,092 square feet of roof cladding. Neighbouring buildings, setbacks and the approach road often decide the orientation before the plan does.

Frontage is expensive: door openings, a long apron and the frame at an open face all cost more per foot than a closed sidewall, and this shape maximises exactly that element.

  • eave height set by handling clearance above the stack
  • how many sides remain open
  • the apron the loader and trailers use
  • roof drainage over an open working face
Why we don't quote thisWe do not state 50x60 hay barn 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.

60′ length50′ width3,000 sq ft
Computed from stored dimensions
Footprint plan — 50′ × 60′, drawn to the stored dimensions.Platform calculation
Front third1,000 sq ftCenter third1,000 sq ftRear third1,000 sq ft50′ × 60′ 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 50x60 hay barn configurations

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

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