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20x40 Pole Barn

Width
20 ft
Length
40 ft
Floor area
800 sq ft
Perimeter
120 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 Barn20′ × 40′ ✓
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Use

How a 20×40 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 20 by 40 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

    20 ft across the gable end.

  • Length

    40 ft along the sidewall.

  • Floor area

    800 sq ft of clear floor.

  • Eave height

    10 ft at the sidewall on the stored profile.

Configuration

How This Building Is Configured

40′ length20′ width800 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typePole Barn
Footprint20 ft × 40 ft
Floor area800 sq ft
Eave height10 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 20 ft gable end, the practical opening width is limited by the frame and confirmed with the supplier.

  • Opening height

    A 10 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

20 ft × 40 ft is 800 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

Deciding whether a 20 ft by 40 ft footprint suits this use, before a supplier is contacted.

Most people arrive at 20x40 because it is a common quoted size, not because they measured to it. This page tests it: 800 sq ft laid out for post-frame farm and equipment buildings, what the 20 ft width allows once framing is deducted, and how the 40 ft run divides before doors and internal space are placed.

  • 800 sq ft, and 120 ft of wall line

    A 20x40 pole barn encloses 800 sq ft behind 120 linear ft of wall. Most layout arguments are about the wall line rather than the floor, because doors, windows, shelving and benches all compete for it, and 120 ft does not go far once two of those are committed.

  • The 20 ft constraint, stated plainly

    20 ft is narrow enough that the internal width — about 16 ft clear — is the binding constraint on this pole barn. Everything else on the plan bends around it.

  • 40 ft, and where the bays fall

    About 3 bays of roughly 13.3 ft is what 40 ft gives. Side doors, windows and any internal partition want to sit on those lines, so drawing them early avoids fighting the frame later.

  • Equipment movement across 800 sq ft

    A 20x40 agricultural building is large enough that machinery moves inside it rather than merely parking. That movement is the argument for keeping the 20 ft width clear.

Decisions

What to settle before asking anyone to quote

Planning guidance for an early-stage decision, not a specification.

  • What happens along the two 40 ft walls?

    Benches, shelving and stored items consume perimeter that a 20 ft width assumes is free. Deduct them before deciding 20 ft is enough.

  • How does anything approach the opening?

    The apron outside decides whether a driver or a machine can enter straight. A tight approach makes a generous opening on a 20x40 building feel narrow.

  • Will a lean-to be added along the 40 ft side?

    A future lean-to loads the original frame. Declaring it now costs a line on the drawing; adding it later can mean reinforcing what is already standing.

  • Is the pad prepared for 20 ft by 40 ft?

    The pad has to be square, level and larger than the building at every edge. A 20x40 building on an undersized pad loses width at the trim line, which is where the internal dimension was already tight.

  • What would a later extension attach to?

    An end wall designed as a future connection point across roughly 3 bays keeps expansion cheap. An end wall finished as a permanent one does not.

Related

Where the neighbouring questions are answered

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

Overview

A 20x40 pole barn planned as a single-bay shelter where the frame and the room are the same thing

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 1 bay — 1 across by 1 deep — and leaves 16 feet of depth for the strip between the posts and the wall line, which is where anything narrow gets stored without stealing floor.

Read this footprint through its span. 20 feet across is the fixed constraint; 40 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. Snow, wind and site exposure change what this shape costs to build long before the interior plan does.

A 20 by 40 footprint is a clearly directional plan: 800 sq ft enclosed by 120 ft of wall, at a 2:1 length-to-width proportion. Along its 40 ft dimension it takes 2 runs of bays at 20 ft, leaving 0 ft over — the 0 ft is where the argument about this size actually happens. At single-bay scale the post frame is not a background system, it is the plan: the posts set where the walls can be solid, where an opening can go and where the interior can be divided. Everything the building does has to happen between two lines of posts. Ventilation follows what the building holds — equipment, animals and stored crop each want a different pattern.

This footprint is planned as a single-bay shelter where the frame and the room are the same thing. Compared with a 20 by 30 of the same width, the extra depth here adds run rather than reach: it buys about 2 bays in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 28 by 28 instead, the same 800 sq ft would stand 2 bays across rather than 1, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. At this scale the building is usually operated by one or two people who know where everything is, so the plan can be loose and the doors matter more than the divisions. The longest internal travel on a 20 by 40 plan is about 45 ft corner to corner, and the shortest useful one is the 20 ft cross-run. For a a single-bay shelter where the frame and the room are the same thing that matters where single bay post frame sits, because shortening the 20 ft run to serve it lengthens every trip along the 40 ft dimension. Post frame lengthens cheaply and widens expensively, which shapes every expansion decision.

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 20x40 footprint behaves when it is built this way.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the bay counts on this page are computed from the stored 20x40 record and this platform's planning module for the pole barn category.

Usable area

How the 800 square feet divides at 20x40

Computed bay fit for a 20x40 pole barn

MeasureComputed at this footprint
Bays across the 20-foot width1 at a 12-foot module
Leftover width8 ft (320 sq ft as a full-length strip)
Rows along the 40-foot length1 at a 20-foot module after 4 ft of circulation
Leftover depth16 ft (320 sq ft across the width)
Total bays1
Share of floor committed30%

Module footprint used here is 12 by 20 feet, this platform's planning module for a pole barn. It is not a code minimum or an engineered clearance.

Example allocation of the 40-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Equipment bays24 ft480 sq ft
Material and input storage10 ft200 sq ft
Working and turning space6 ft120 sq ft

Shares applied to the stored 40-foot length; areas computed against the 20-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 20x40 footprint measured for a pole barn

Computed dimensional profile of a 20x40 pole barn

MeasureComputed at this footprint
Floor area800 sq ft
Interior after a 2 ft wall strip16 × 36 ft (576 sq ft)
Proportion2 to 1
Perimeter120 ft (150 ft per 1,000 sq ft of floor)
Wall carried against a square of the same area+6%
Enclosed volume9,320 cu ft at a 10 ft eave and 13.3 ft ridge
Roof plane against floor843 sq ft (+5%)
Bays planned1 across × 1 deep = 1
Circulation and margin70% of the footprint
Widest clear opening planned12 ft on the 20 ft gable, 6 ft in a sidewall bay
Bay division4 bays at 10 ft (exact)

Computed from the stored 20x40 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 gable clears roughly 12 ft after corner framing: one opening, not two. The 40-ft sidewall takes up to 2 openings with piers between, which is where a second entry belongs.

The 20-ft span holds 1 bays plus 8 ft — most of another position. Over 40 ft of run that slack becomes a continuous side aisle rather than 1 separate gaps.

40 ft divides exactly into 4 bays at 10 ft. Partitions, openings and lighting rows all land on the same 10-ft grid.

The 8 ft left across the width is most of another bay without being one. Given a purpose it becomes the strip between the posts and the wall line, which is where anything narrow gets stored without stealing floor; left undefined it becomes the strip everything ends up in.

16 ft survives at the end of the run — 320 sq ft across the full width. That is a zone to name before the frame is ordered, not a leftover to discover after it.

How the 40-foot run can be divided

BaysSpacingDivisionWhat it means for the plan
410 ftExact40 divides exactly by 10, so the frame line, the sidewall openings and any interior division can all land on the same grid.
220 ftExact40 divides exactly by 20, so the frame line, the sidewall openings and any interior division can all land on the same grid.
313.3 ftNearest even division3 bays works out at 13.3 ft, because 40 does not divide by 12; the odd bay usually goes at the end that carries the door.

Bay divisions are arithmetic on the stored 40-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 single-bay shelter where the frame and the room are the same thing

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. One clear bay plus the perimeter strip the posts create. Dividing a single bay produces two spaces that are each too narrow to be worth the partition.

Because 16 feet clears the 5 feet this platform treats as usable, the end of the run is a room rather than a gap: 320 square feet for the strip between the posts and the wall line, which is where anything narrow gets stored without stealing floor. Fire separation, egress and occupancy are determined for the specific building and can reshape this plan entirely.

Spare width is the more valuable of the two leftovers here: a continuous 8-foot strip beats the same area stranded at the end of the run, because it touches every position along the way. The mezzanine that is added afterwards is the change order that reprices the frame.

Compared with a 20 by 30 of the same width, the extra depth here adds run rather than reach: it buys about 2 bays in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 28 by 28 instead, the same 800 sq ft would stand 2 bays across rather than 1, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. At this scale the building is usually operated by one or two people who know where everything is, so the plan can be loose and the doors matter more than the divisions. The longest internal travel on a 20 by 40 plan is about 45 ft corner to corner, and the shortest useful one is the 20 ft cross-run. For a a single-bay shelter where the frame and the room are the same thing that matters where single bay post frame sits, because shortening the 20 ft run to serve it lengthens every trip along the 40 ft dimension. Post frame lengthens cheaply and widens expensively, which shapes every expansion decision. That movement pattern, not the 800-square-foot total, is what decides whether the leftover 16 feet is useful here.

Equipment bays24 × 20 ft · 480 sq ftMaterial and input storage10 × 20 ft · 200 sq ftWorking and turning space6 × 20 ft · 120 sq ft40 ft overall length
equipment and storage allocation allocation across the 40-foot length

Height

Interior height for a 20x40 pole barn

The stored configuration carries a 10-foot eave and computes to 13.3 feet at the ridge on a 4:12 pitch — a 3.3-foot rise across 20 feet. Height is therefore not uniform, and the sidewall is the constraint. Rows that cannot be entered independently end up used as one long space.

Interior height is cheap in post frame and is the practical way to gain capacity when the footprint cannot grow.

Insulating and lining a post-frame building is usually a later decision, and how the wall assembly between posts accepts that lining is a genuine question to put to the manufacturer.

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 1 bay at 20x40

Nominal bay division computes to 2 bays at about 20 feet, wider than the 12-foot module — so a position can sit inside a bay without a frame line splitting it. Storage expands until it meets a wall, so give it a wall on purpose.

A single row means nothing is trapped: every position faces the opening directly, which is this footprint's advantage over a deeper building of the same width. Judge the plan by what has to happen on the worst day of the year, not on an average one.

Extension is cheapest along the 40 ft dimension, where each added bay repeats work already framed; widening past 20 ft is a different frame rather than a longer one. Growing to 20 by 60 adds a 3th run of bays — useful if the constraint is bays rather than the 0 ft already spare at the far end.

Configured as a single-bay shelter where the frame and the room are the same thing, 20x40 is judged on whether the 1 bay it holds match the operation, and on whether the 8 feet of spare width leaves the route this mode depends on.

  • Does the work need one vehicle lane with roughly a bench depth left over beside it, or does it need a second lane that this 20-foot span cannot give?
  • Is the 40-foot length being bought for depth, or for the repeated bays — three or four repeated frame bays, which sets a clear grain for partitions and rack lines?
  • 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 1 bay across

Openings are the pinch point here. With 8 feet of spare width the gable cannot host 1 separate doors, so access is either shared or moved to the 40-foot sidewall. Circulation width is the first thing surrendered under pressure and the first thing missed afterwards.

The 20 ft ends and the 40 ft sides offer very different opening budgets: 20 ft of end wall has room for one wide opening or two modest ones, while 40 ft of side wall can carry several without the openings competing. On this plan the deciding factor is whether single bay post frame or post spacing and openings 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.

Comparison

What changes at adjacent footprints

Computed comparison of nearby footprints for a pole barn

FootprintFloor areaBays
10x10100 sq ft0 (0 x 0)
10x12120 sq ft0 (0 x 0)
12x16192 sq ft0 (1 x 0)
10x20200 sq ft0 (0 x 0)
12x20240 sq ft0 (1 x 0)

Areas computed from each stored size record; bay counts computed with the same 12 by 20 foot planning module.

  • 10x10 moves the count from 1 to 0 bays (0 across by 0 deep), which is the reason to choose between them.
  • 10x12 moves the count from 1 to 0 bays (0 across by 0 deep), which is the reason to choose between them.
  • 12x16 moves the count from 1 to 0 bays (1 across by 0 deep), which is the reason to choose between them.

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

FootprintArea Δ% ΔBays at that footprintWhat changes for this use
25x30−50 sq ft−6.2%1 (1 x 1)Same bay count on this planning module; the difference is circulation and stored depth, not capacity.
24x36+64 sq ft+8%1 (1 x 1)Same bay count on this planning module; the difference is circulation and stored depth, not capacity.
18x40−80 sq ft−10%1 (1 x 1)Same bay count on this planning module; the difference is circulation and stored depth, not capacity.
20x45+100 sq ft+12.5%2 (1 x 2)+1 bay on the same planning module.

Areas are arithmetic on two stored size records; bay counts use this platform's 12 by 20 foot planning module and are not a capacity statement.

Because this footprint is planned as a single-bay shelter where the frame and the room are the same thing, the useful next reads are different from the ones a differently shaped pole barn suggests: single bay post frame, post spacing and openings, perimeter strip storage.

Step economics

Going bigger or smaller than 20x40: what each step actually buys

One module step in each direction from 20x40, read for a pole barn

FootprintFloor areaBaysWall lineFloor bought per added foot of wall line
20 x 40 ft (this page)800 sq ft1 (1 x 1)120 ft
20 x 60 ft (one module deeper)1,200 sq ft (+400)2 (1 x 2)160 ft (+40)10 sq ft per added foot of wall line
32 x 40 ft (one module wider)1,280 sq ft (+480)2 (2 x 1)144 ft (+24)20 sq ft per added foot of wall line

Arithmetic on the stored 20x40 record and on this platform's 12 by 20 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.

At 20 by 40 the building is narrow relative to its run, so the efficient direction of growth is across rather than along: 12 feet of extra width returns 480 square feet against 24 feet of added wall line (20 square feet per foot), where a 20-foot module of depth returns 400 for 40 feet (10). The caveat is structural rather than arithmetic — widening changes the clear span and the frame that carries it, while lengthening only repeats a frame line that already exists.

Both steps buy capacity here: one more module of depth takes the plan from 1 to 2 bays, and 12 feet of width takes it to 2. 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 bay that can be entered on its own from the gable end.

Both dimensions land almost evenly on this planning module: 8 feet spare across the width and 16 feet along the length, or roughly 320 square feet each way. An even fit means the footprint has little slack to absorb a change of mind — 80% of the 800 square feet is margin, and moving one position moves everything behind it.

With 1 bay across the 20-foot width the building reads as a single deep run, so access is decided entirely at the ends: everything travels the 40-foot length, and the practical question is whether one opening or two are planned. A second opening at the far gable turns a 800-square-foot dead-end into a through route and removes most of the reshuffling this shape otherwise forces.

Read the width on its own and it is doing two jobs at 20 feet: it gives 20 feet to the single bay it carries, and it sets the clear span that every frame along the length has to carry. Under 24 feet the span is in the range normally framed without an interior support of any kind, which is why narrow footprints stay comparatively simple to build. That asymmetry is the reason a plan that is short of room is usually better fixed with length: 200 square feet arrives for every 10 feet added to the run, without touching the span at all.

A 40-foot run is short enough that the two end walls are a large share of the enclosure: at 800 square feet the gables are doing structural and weather work out of proportion to the floor they cover, and every foot of length added dilutes that fixed cost. Against the 20-foot width that gives an aspect of 2 to 1, and the 800 square feet it encloses arrives as 400 square feet per bay line rather than as one open area to be divided later.

Visualization

Reading the 20x40 footprint as a pole barn

40′ length20′ width800 sq ft
20x40 footprint plan, drawn from the stored dimensional record
10′ eave13.3′ ridge4:12 pitch · 20′ clear span
Gable cross section at a 10-foot eave and 4:12 pitch, computing to a 13.3-foot ridge

FAQ

Questions about 20x40 pole barn projects

Take 2 ft off each wall as a working strip and the plan area drops from 800 to about 576 sq ft across 16 by 36 ft. Against that, 1 by 1 bays occupy 240 sq ft and roughly 70% of the footprint stays as movement and margin. That circulation share is the number worth arguing about; the headline area is not.

The 20-ft gable takes an opening of about 12 ft clear after corner framing — 1 module-width opening. The 40-ft sidewall takes up to 2 spaced with piers, and those piers sit naturally on the 4-bay grid at 10 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 10 ft adds 200 sq ft, 25% 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, 20 more feet of depth adds 400 square feet for 40 feet of extra wall line and 12 more feet of width adds 480 square feet for 24 feet. Width 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 1 to 2 bays if you go deeper and to 2 if you go wider.

About 320 square feet across the width — enough for the strip between the posts and the wall line, which is where anything narrow gets stored without stealing floor.

Reserving 4 ft across the 20 ft dimension for movement leaves 16 ft of working width, which takes 1 bays at 12 ft. Along 40 ft it takes 2 runs at 20 ft. That is 2 positions out of 800 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on with only one bay, does everything this building holds have to come out before anything at the back does. These are planning figures computed from the footprint, not a quoted layout.

It depends on the tallest item measured at the opening between posts, since the post line and not the eave is what it has to pass. The stored configuration computes to 13.3 feet at the ridge, but the eave is the number that governs anything standing near a wall.

1 bay at this platform's 12 by 20 foot planning module commit 240 of the 800 square feet. The rest is 8 feet of width margin (320 square feet), 16 feet of end depth (320 square feet) and 4 feet of circulation. These are planning figures for reading the footprint, not engineered clearances.

It is the largest optional cost at this size and it depends entirely on what stands on it. A gravel floor and a slab suit different contents, and the choice is hard to revisit.

The footprint holds 1 bay — 1 across by 1 deep — and leaves 16 feet of depth for the strip between the posts and the wall line, which is where anything narrow gets stored without stealing floor. Those counts use a 12 by 20 foot planning module with 4 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.
  • Bay fit: Counts, leftover strips and per-module areas are computed from the stored 20x40 record against this platform's 12 by 20 foot planning module for the pole barn category, with 4 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 40-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.

40′ length20′ width800 sq ft
Computed from stored dimensions
Footprint plan — 20′ × 40′, drawn to the stored dimensions.Platform calculation
Front third267 sq ftCenter third267 sq ftRear third267 sq ft20′ × 40′ 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 20x40 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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