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80x80 Pole Barn

Width
80 ft
Length
80 ft
Floor area
6,400 sq ft
Perimeter
320 ft
Concept visualization of a post-frame pole barn at a representative 55 by 80 foot size; not a real project.
Example Configuration
post-frame pole barn concept visualization at a representative 55x80 size.Example configuration — for planning purposes only
Last updated Aug 27, 2026Reviewed under the Find Steel Buildings editorial standards

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Pole Barn ✓80′ × 80′ ✓
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Use

How a 80×80 Pole 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 80 by 80 foot pole barn
Pole 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

    80 ft across the gable end.

  • Length

    80 ft along the sidewall.

  • Floor area

    6,400 sq ft of clear floor.

  • Eave height

    14 ft at the sidewall on the stored profile.

Configuration

How This Building Is Configured

80′ length80′ width6,400 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typePole Barn
Footprint80 ft × 80 ft
Floor area6,400 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 80 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 Pole Barn

Related

Related Building Types

FAQ

Common Questions

80 ft × 80 ft is 6,400 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.

Cost drivers

Quantities that move the estimate at 80x80

The estimate at 80x80 moves with four computed quantities: 6,400 square feet of floor, 320 feet of perimeter, 4,480 square feet of wall and 6,597 square feet of roof. Everything else is site and specification. What the building holds in its busiest week is the honest brief; the rest of the year is slack.

Lining, insulation and lighting are the discretionary costs and the ones that decide whether the building gets used in January.

  • how many sides are enclosed, and whether any stay open
  • the bay rhythm relative to the openings and layout wanted
  • the ground interface and site conditions at the post positions
  • whether lean-tos or additions are planned onto the same rhythm
  • later lining or insulation of the wall assembly between posts
Why we don't quote thisWe do not state 80x80 pole 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.

Overview

A 80x80 pole barn planned as a fully enclosed post-frame building serving mixed daily use

This page is ordered around the bench wall, because the depth between posts is workshop storage that costs no floor — if the plan claims it.

The footprint holds 15 working bays — 5 across by 3 deep — and the remaining 0 feet is marginal: there is no lined corner, so the whole building shares one temperature and cold-weather work happens elsewhere.

Read this footprint through its span. 80 feet across is the fixed constraint; 80 feet of length is the negotiable one, and at 1 to 1 the building is close to square, so movement runs in both directions. Two operations of the same size can want opposite plans, so the arithmetic below is a starting point rather than a recommendation.

A 80 by 80 footprint is a near-square plan: 6,400 sq ft enclosed by 320 ft of wall, at a 1:1 length-to-width proportion. Along its 80 ft dimension it takes 3 runs of working bays at 24 ft, leaving 8 ft over — the 8 ft is where the argument about this size actually happens. Taken purely as arithmetic, 80 by 80 gives 5 working bays across the 80 ft dimension once 8 ft is reserved for movement, and 3 deep along the 80 ft dimension. Run as a a fully enclosed post-frame building serving mixed daily use, 2 ft across is below the 10 ft this use needs to be worth planning, so there is no lined corner, so the whole building shares one temperature and cold-weather work happens elsewhere The floor is the largest optional cost in a small post-frame building and the hardest to add later.

At 80x80 the operating question is a specific one: is any part of this building intended to be comfortable, or is all of it simply out of the weather? That is a different question from the one a pole barn of another shape has to answer, and it is why this footprint is planned as a fully enclosed post-frame building serving mixed daily use rather than as generic covered area.

Read this page as a construction-form page, not a use page. Pole barn is a construction-form category on this platform: it describes the post-frame approach, where posts carry the roof and the walls enclose between them, and the uses it serves — agricultural, garage, workshop, storage — are applications of that form rather than definitions of it. The question it answers is how a 80x80 footprint behaves when it is built this way.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the working bay counts on this page are computed from the stored 80x80 record and this platform's planning module for the pole barn category.

Usable area

How the 6,400 square feet divides at 80x80

Computed working bay fit for a 80x80 pole barn

MeasureComputed at this footprint
Working bays across the 80-foot width5 at a 14-foot module
Leftover width10 ft (800 sq ft as a full-length strip)
Rows along the 80-foot length3 at a 24-foot module after 8 ft of circulation
Leftover depth0 ft (0 sq ft across the width)
Total working bays15
Share of floor committed79%

Module footprint used here is 14 by 24 feet, this platform's planning module for a pole barn. It is not a code minimum or an engineered clearance.

Example allocation of the 80-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Equipment bays48 ft3,840 sq ft
Material and input storage20 ft1,600 sq ft
Working and turning space12 ft960 sq ft

Shares applied to the stored 80-foot length; areas computed against the 80-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.

Footprint arithmetic

The 80x80 footprint measured for a pole barn

Computed dimensional profile of a 80x80 pole barn

MeasureComputed at this footprint
Floor area6,400 sq ft
Interior after a 2 ft wall strip76 × 76 ft (5,776 sq ft)
Proportion1 to 1
Perimeter320 ft (50 ft per 1,000 sq ft of floor)
Wall carried against a square of the same area0%
Enclosed volume121,600 cu ft at a 14 ft eave and 24 ft ridge
Roof plane against floor6,597 sq ft (+3%)
Working bays planned5 across × 3 deep = 15
Circulation and margin21% of the footprint
Widest clear opening planned72 ft on the 80 ft gable, 12 ft in a sidewall bay
Bay division5 bays at 16 ft (exact)

Computed from the stored 80x80 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.

The 80-ft span holds 5 working bays plus 10 ft — most of another position. Across only 3 ranks of depth that leaves nothing spare for racking or a bench; those go outside the working bay positions or not at all.

Nothing lands in the middle of a 80-ft clear width. The 3 ranks along the 80-ft length are the only fixed geometry the plan has; every other division is furniture.

80 ft divides exactly into 5 bays at 16 ft. Over 6,400 sq ft a single 16-ft grid is the difference between a plan and an accumulation.

The 10 ft left across the width is most of another working bay without being one. Given a purpose it becomes a lined and lit corner that stays usable in cold weather while the rest of the building remains unheated; left undefined it becomes the strip everything ends up in.

3 ranks of 24 ft fit the 80-ft run with 8 ft of circulation each. Past 6,400 sq ft the plan needs zones with names, because nothing about the shell suggests them.

The 80-ft gable clears about 72 ft after corner framing — 4 module-width openings abreast. Behind 3 ranks a single end opening makes the back rank captive; a sidewall door at 12 ft clear fixes that.

How the 80-foot run can be divided

BaysSpacingDivisionWhat it means for the plan
516 ftExact80 divides exactly by 16, so the frame line, the sidewall openings and any interior division can all land on the same grid.
810 ftExact80 divides exactly by 10, so the frame line, the sidewall openings and any interior division can all land on the same grid.
420 ftExact80 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 80-foot length. Frame spacing for a specific building is set by the manufacturer's engineering, not by this table.

Allocation

Dividing the floor for a fully enclosed post-frame building serving mixed daily use

The use this post-frame shell could equally be bought for is two bays used for two different things under one roof: there is no partition line, so both bays share one environment and the messier use sets the condition of the whole building. Bulk and vehicle space in the main bays, and a defined corner or end bay for the work that needs light and warmth. Attempting to condition the whole volume rarely survives the first heating season.

There is no end zone at this footprint. 0 feet is circulation slack, not floor area with a purpose, and there is no lined corner, so the whole building shares one temperature and cold-weather work happens elsewhere. An empty building looks generous and a working one rarely does; plan against the working state.

The 10 feet of spare width runs the whole 80-foot length — 800 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another working bay. Ground conditions and drainage decide the floor before the frame does.

At 1:1 the plan is close enough to square that neither width nor depth is doing the arguing; what decides the layout here is where the openings go, because no proportion is forcing a direction on the floor. Spent as a square 80 by 80 instead, the same 6,400 sq ft would stand 5 working bays across rather than 5, 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 80 by 80 plan is about 113 ft corner to corner, and the shortest useful one is the 80 ft cross-run. For a a fully enclosed post-frame building serving mixed daily use that matters where enclosed post frame building sits, because shortening the 80 ft run to serve it lengthens every trip along the 80 ft dimension. Skirt boards and the base of the wall take the damage first in any building vehicles enter. That movement pattern, not the 6,400-square-foot total, is what decides whether the leftover 0 feet is useful here.

Equipment bays48 × 80 ft · 3,840 sq ftMaterial and input storage20 × 80 ft · 1,600 sq ftWorking and turning space12 × 80 ft · 960 sq ft80 ft overall length
equipment and storage allocation allocation across the 80-foot length

Height

Interior height for a 80x80 pole barn

Span drives headroom at 80x80: 80 feet of width on a 3:12 pitch puts 24 feet over the middle and 14 feet at the walls, so where a tall item stands matters as much as how tall it is. A leftover strip earns its place only when something is deliberately put in it; otherwise it is circulation with a nicer name.

Height on a 80 ft span is a separate decision from the 80 ft length, and it is the span that sets the frame's behavior. Raising the eave over 6,400 sq ft affects every bay along the 80 ft dimension, so the test is whether enclosed post frame building genuinely needs the extra clear height or only the floor area.

Ventilation across 6,400 square feet at this height: post-frame buildings are frequently left partly open or lightly enclosed, so natural cross and ridge airflow does much of the work and enclosure level is the variable to settle first.

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.

Configurations

Configuring 15 working bays at 80x80

Nominal bay division computes to 4 bays at about 20 feet, wider than the 14-foot module — so a position can sit inside a bay without a frame line splitting it. Neighbouring buildings, setbacks and the approach road often decide the orientation before the plan does.

With 3 rows deep, the rear row is behind the front one. Without a route past it, those working bays become storage positions rather than working ones — the real cost of depth at this width. The plan should survive the day the largest item the operation owns has to come inside.

Bays add in line; the lined corner rarely moves, so placing it at an end keeps the extension direction open.

Configured as a fully enclosed post-frame building serving mixed daily use, 80x80 is judged on whether the 15 working bays it holds match the operation, and on whether the 10 feet of spare width leaves the route this mode depends on.

  • Does the work need racking or work zones on both sides with a full vehicle lane down the middle, or does it need a second lane that this 80-foot span cannot give?
  • Is the 80-foot length being bought for depth, or for the repeated bays — six to eight repeated bays, and the bay line becomes the organising device for the whole plan?
  • Does the intended layout tolerate interior posts, or does it genuinely need a clear span?
  • Where do the openings fall relative to the post lines, and does any opening have to bridge one?
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.

Openings

Openings for 5 working bays across

The 80-foot gable can carry 5 openings, one per working bay, with 10 feet of wall left for piers between and beside them — the arrangement that keeps each position independently reachable. The corner nobody plans for is the one that fills first, which is an argument for planning it.

A vehicle opening sized to the largest thing that enters, plus a person door near the lined corner so it is used without opening the big door.

Loading happens bay by bay: what can be brought in at one opening and set down in that bay is the practical unit, not the length of the wall.

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.

Comparison

What changes at adjacent footprints

Computed comparison of nearby footprints for a pole barn

FootprintFloor areaWorking bays
40x702,800 sq ft9 (3 x 3)
30x1003,000 sq ft8 (2 x 4)
50x603,000 sq ft12 (4 x 3)
40x803,200 sq ft6 (2 x 3)
60x603,600 sq ft8 (4 x 2)

Areas computed from each stored size record; working bay counts computed with the same 14 by 24 foot planning module.

  • 40x70 moves the count from 15 to 9 working bays (3 across by 3 deep), which is the reason to choose between them.
  • 30x100 moves the count from 15 to 8 working bays (2 across by 4 deep), which is the reason to choose between them.
  • 50x60 moves the count from 15 to 12 working bays (4 across by 3 deep), which is the reason to choose between them.

Nearby footprints read for a pole barn: exact change in area and in planning working bays

FootprintArea Δ% ΔWorking bays at that footprintWhat changes for this use
60x100−400 sq ft−6.2%12 (4 x 3)−3 working bays on the same planning module.
60x120+800 sq ft+12.5%20 (4 x 5)+5 working bays on the same planning module.
80x100+1,600 sq ft+25%20 (5 x 4)+5 working bays on the same planning module.
60x80−1,600 sq ft−25%12 (4 x 3)−3 working bays on the same planning module.

Areas are arithmetic on two stored size records; working bay counts use this platform's 14 by 24 foot planning module and are not a capacity statement.

Because this footprint is planned as a fully enclosed post-frame building serving mixed daily use, the useful next reads are different from the ones a differently shaped pole barn suggests: enclosed post frame building, lined working corner, mixed daily use.

Step economics

Going bigger or smaller than 80x80: what each step actually buys

One module step in each direction from 80x80, read for a pole barn

FootprintFloor areaWorking baysWall lineFloor bought per added foot of wall line
80 x 80 ft (this page)6,400 sq ft15 (5 x 3)320 ft—
80 x 104 ft (one module deeper)8,320 sq ft (+1,920)24 (6 x 4)368 ft (+48)40 sq ft per added foot of wall line
94 x 80 ft (one module wider)7,520 sq ft (+1,120)18 (6 x 3)348 ft (+28)40 sq ft per added foot of wall line

Arithmetic on the stored 80x80 record and on this platform's 14 by 24 foot planning module. Wall line is perimeter, used as a proxy for enclosure quantity only; it is not a price and not an engineered quantity.

80 by 80 sits at the point where the two directions of growth cost the same: a 24-foot module of depth and 14 feet of extra width each return about 40 square feet per added foot of wall line. When the arithmetic is neutral the decision falls to the frame — repeating a bay along the length is a layout change, and widening the span is a structural one.

Both steps buy capacity here: one more module of depth takes the plan from 15 to 24 working bays, and 14 feet of width takes it to 18. Where they differ is in what they do to the interior — the deeper building adds a new row behind the existing one and lengthens every internal route, while the wider building adds a full-length working bay that can be entered on its own from the gable end.

The binding dimension is the width. After 5 working bays are set across the 80-foot span, 10 feet are left over, and carried down the 80-foot length that strip is 800 square feet — against 0 square feet in the leftover depth. A strip that runs the whole length is the more useful of the two: it takes shelving, a bench run or a walking route without interrupting anything, whereas the same area at the end wall only takes what fits behind the last position.

Access is the constraint to design around here. Only 8 feet of the 80-foot run stays uncommitted once 3 modules of depth are placed, short of the 16 feet this platform plans a square-on approach around, so the 5 positions across the 80-foot width are entered end-on and what goes in first comes out last. Either the length grows, or the plan accepts that one position is a store and the others are working.

Visualization

Reading the 80x80 footprint as a pole barn

80′ length80′ width6,400 sq ft
80x80 footprint plan, drawn from the stored dimensional record
12′ eave22′ ridge3:12 pitch · 80′ clear span
Gable cross section at a 14-foot eave and 3:12 pitch, computing to a 24-foot ridge

FAQ

Questions about 80x80 pole barn projects

Take 2 ft off each wall as a working strip and the plan area drops from 6,400 to about 5,776 sq ft across 76 by 76 ft. Against that, 5 by 3 working bays occupy 5,040 sq ft and roughly 21% of the footprint stays as movement and margin. That circulation share is the number worth arguing about; the headline area is not.

The 80-ft gable takes an opening of about 72 ft clear after corner framing — 4 module-width openings. The 80-ft sidewall takes up to 4 spaced with piers, and those piers sit naturally on the 5-bay grid at 16 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 16 ft adds 1,280 sq ft, 20% 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.

Measured on this footprint, 24 more feet of depth adds 1,920 square feet for 48 feet of extra wall line and 14 more feet of width adds 1,120 square feet for 28 feet. Depth is the cheaper floor, but width is also the dimension that changes the clear span, so the two are not interchangeable decisions. Capacity moves from 15 to 24 working bays if you go deeper and to 18 if you go wider.

The footprint holds 15 working bays — 5 across by 3 deep — and the remaining 0 feet is marginal: there is no lined corner, so the whole building shares one temperature and cold-weather work happens elsewhere. Those counts use a 14 by 24 foot planning module with 8 feet allowed for circulation, so a different module changes the answer.

Reserving 8 ft across the 80 ft dimension for movement leaves 72 ft of working width, which takes 5 working bays at 14 ft. Along 80 ft it takes 3 runs at 24 ft. That is 15 positions out of 6,400 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on is any part of this building intended to be comfortable, or is all of it simply out of the weather. These are planning figures computed from the footprint, not a quoted layout.

A 4-inch slab across 6,400 square feet computes to 79 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.

15 working bays at this platform's 14 by 24 foot planning module commit 5,040 of the 6,400 square feet. The rest is 10 feet of width margin (800 square feet), 0 feet of end depth (0 square feet) and 8 feet of circulation. These are planning figures for reading the footprint, not engineered clearances.

Rarely. Lining and heating one bay or corner is what most mixed-use buildings actually need, and it costs a fraction of conditioning the whole volume.

4,480 square feet of wall and 6,597 square feet of roof at a 3:12 pitch — the roof exceeding the floor by 3%.

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 bay fit: Counts, leftover strips and per-module areas are computed from the stored 80x80 record against this platform's 14 by 24 foot planning module for the pole barn category, with 8 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 80-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.

80′ length80′ width6,400 sq ft
Computed from stored dimensions
Footprint plan — 80′ × 80′, drawn to the stored dimensions.Platform calculation
Front third2,133 sq ftCenter third2,133 sq ftRear third2,133 sq ft80′ × 80′ 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 80x80 pole barn configurations

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

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