Building Types
60x100 Pole Barn
- Width
- 60 ft
- Length
- 100 ft
- Floor area
- 6,000 sq ft
- Perimeter
- 320 ft

Use
How a 60×100 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

Quick dimensions
At a Glance
Width
60 ft across the gable end.
Length
100 ft along the sidewall.
Floor area
6,000 sq ft of clear floor.
Eave height
18 ft at the sidewall on the stored profile.
Configuration
How This Building Is Configured
Configuration summary
| Building type | Pole Barn |
|---|---|
| Footprint | 60 ft × 100 ft |
| Floor area | 6,000 sq ft |
| Eave height | 18 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 18 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
Example configuration — for planning purposes only.
FAQ
Common Questions
60 ft × 100 ft is 6,000 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.
What this page answers
Deciding whether a 60 ft by 100 ft footprint suits this use, before a supplier is contacted.
Before ordering a 60x100 pole barn, two questions decide whether the footprint is right: does anything need to cross the full 60 ft, and does the 100 ft length have to serve one use or two? This page answers both against 6,000 sq ft of floor, for post-frame farm and equipment buildings.
What 6,000 sq ft looks like once circulation is drawn
On a 60 ft by 100 ft plan a single 3 ft route along the length already commits about 300 sq ft before anything is parked or stored. Usable area on this footprint is closer to 5,700 sq ft than the headline 6,000.
Specifying 60 ft deliberately
A 60 ft pole barn is a deliberate span rather than a default one. Saying whether the width must be clear, before quotations are compared, prevents comparing two structurally different buildings.
Servicing a 100 ft run
Lighting, power and any water run the whole 100 ft. Deciding the distribution route with the frame avoids surface-mounting it later along 320 ft of wall.
6,000 sq ft is operational scale
At 60x100 the building becomes part of the operation rather than storage for it: drive-through access, ventilation and where the wet work happens all have to be decided together.
Decisions
What to settle before asking anyone to quote
Planning guidance for an early-stage decision, not a specification.
What happens along the two 100 ft walls?
Benches, shelving and stored items consume perimeter that a 60 ft width assumes is free. Deduct them before deciding 60 ft is enough.
Does the opening go in the 60 ft end or the 100 ft side?
An end opening gives the shortest route in and preserves the longest uninterrupted side wall. A side opening gives easier turning outside and halves the run of usable wall.
What is the tallest loaded machine that enters?
Eave height is chosen against the tallest machine with its cab, lights and load raised, and with room to move rather than merely fit. It is the specification owners most often cannot change afterwards.
How does water leave the 6,000 sq ft of roof?
A 60x100 roof sheds a predictable volume to predictable places. Where that water goes decides the path, the parking and sometimes the door position.
Is 60x100 the final footprint or a first phase?
Extending along the 100 ft length is normally straightforward when the growth end is nominated at quoting. Extending across the 60 ft width rarely is.
Related
Where the neighbouring questions are answered
Each link goes to the page that owns that question, so nothing is answered twice.
- Pole Barn — type guideThe type-level decisions above this page.
- 60x100 steel buildingThe size page owns the generic dimension query across all building types.
- How steel building cost is broken downCost intent is owned by the Cost silo and is not estimated here.
- Find suppliersWho can quote this once the specification questions are settled.
Overview
A 60x100 pole barn planned as a fully enclosed post-frame building serving mixed daily use
This page is ordered around which way the open side faces, because on a partly open building orientation does more for usefulness than any dimension does.
The footprint holds 12 working bays — 4 across by 3 deep — and leaves 20 feet of depth for a lined and lit corner that stays usable in cold weather while the rest of the building remains unheated.
Commitment first: 67% of the 6,000 square feet goes to working bays at 336 square feet each, and 1,600 square feet survives as edge strip. A footprint is worth its own decision when that split lands where the work does. The plan should survive the day the largest item the operation owns has to come inside.
A 60 by 100 footprint is a clearly directional plan: 6,000 sq ft enclosed by 320 ft of wall, at a 1.7:1 length-to-width proportion. Along its 100 ft dimension it takes 4 runs of working bays at 24 ft, leaving 4 ft over — the 4 ft is where the argument about this size actually happens. Taken purely as arithmetic, 60 by 100 gives 3 working bays across the 60 ft dimension once 8 ft is reserved for movement, and 4 deep along the 100 ft dimension. Run as a a fully enclosed post-frame building serving mixed daily use, 10 ft across is enough to be worth planning: a lined and lit corner that stays usable in cold weather while the rest of the building remains unheated Post spacing, embedment and bracing are engineered for the specific site, loads and soil rather than set by building size.
At 60x100 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 60x100 footprint behaves when it is built this way.
Areas, perimeter, roof area, ridge height, slab volume and the working bay counts on this page are computed from the stored 60x100 record and this platform's planning module for the pole barn category.
Openings
Openings for 4 working bays across
The 60-foot gable can carry 4 openings, one per working bay, with 4 feet of wall left for piers between and beside them — the arrangement that keeps each position independently reachable. Utilities entering on the wrong elevation quietly rewrite the interior layout.
The 60 ft ends and the 100 ft sides offer very different opening budgets: 60 ft of end wall has room for one wide opening or two modest ones, while 100 ft of side wall can carry several without the openings competing. On this plan the deciding factor is whether enclosed post frame building or lined working corner should be the first thing reached from the 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.
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.
Footprint arithmetic
The 60x100 footprint measured for a pole barn
Computed dimensional profile of a 60x100 pole barn
| Measure | Computed at this footprint |
|---|---|
| Floor area | 6,000 sq ft |
| Interior after a 2 ft wall strip | 56 × 96 ft (5,376 sq ft) |
| Proportion | 1.7 to 1 |
| Perimeter | 320 ft (53.3 ft per 1,000 sq ft of floor) |
| Wall carried against a square of the same area | +3% |
| Enclosed volume | 130,500 cu ft at a 18 ft eave and 25.5 ft ridge |
| Roof plane against floor | 6,185 sq ft (+3%) |
| Working bays planned | 4 across × 3 deep = 12 |
| Circulation and margin | 33% of the footprint |
| Widest clear opening planned | 52 ft on the 60 ft gable, 6 ft in a sidewall bay |
| Bay division | 10 bays at 10 ft (exact) |
Computed from the stored 60x100 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.
Nothing lands in the middle of a 60-ft clear width. The 3 ranks along the 100-ft length are the only fixed geometry the plan has; every other division is furniture.
100 ft divides exactly into 10 bays at 10 ft. Over 6,000 sq ft a single 10-ft grid is the difference between a plan and an accumulation.
100 ft is deep enough for 3 ranks and a zone behind them. 6,000 sq ft needs a stated route through it; without one the middle silts up.
4 working bays fit the 60-ft span with 4 ft to spare. With 3 ranks behind each other the width sets retrieval order: what goes in first comes out last.
18 ft carries a genuine second level: 18 ft deep across the 60-ft width is 1,080 sq ft more floor. With 4 ft spare across the width, the stair has somewhere to go without taking a working bay position.
The 60-ft gable clears about 52 ft after corner framing — 3 module-width openings abreast. At 3 ranks deep the useful pattern is end in, side out, using the 100-ft wall's 5 possible positions.
How the 100-foot run can be divided
| Bays | Spacing | Division | What it means for the plan |
|---|---|---|---|
| 10 | 10 ft | Exact | 100 divides exactly by 10, so the frame line, the sidewall openings and any interior division can all land on the same grid. |
| 5 | 20 ft | Exact | 100 divides exactly by 20, so the frame line, the sidewall openings and any interior division can all land on the same grid. |
| 4 | 25 ft | Exact | 100 divides exactly by 25, 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 100-foot length. Frame spacing for a specific building is set by the manufacturer's engineering, not by this table.
Configurations
Configuring 12 working bays at 60x100
Nominal bay division computes to 4 bays at about 25 feet, wider than the 14-foot module — so a position can sit inside a bay without a frame line splitting it. What the building holds in its busiest week is the honest brief; the rest of the year is slack.
Depth here creates a hierarchy: 3 rows means front positions get used and rear positions get filled. Deciding which is which up front is what keeps 60x100 workable. Plan the exit as carefully as the entrance; buildings are emptied under more time pressure than they are filled.
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, 60x100 is judged on whether the 12 working bays it holds match the operation, and on whether the 4 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 100-foot length being bought for depth, or for the repeated bays — eight to ten repeated bays, which makes the layout a scheduling problem as much as a spatial one?
- 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?
Bay division shown here is a planning module computed from the stored length. Actual bay spacing is set by the manufacturer's frame design for the building.
Usable area
How the 6,000 square feet divides at 60x100
Computed working bay fit for a 60x100 pole barn
| Measure | Computed at this footprint |
|---|---|
| Working bays across the 60-foot width | 4 at a 14-foot module |
| Leftover width | 4 ft (400 sq ft as a full-length strip) |
| Rows along the 100-foot length | 3 at a 24-foot module after 8 ft of circulation |
| Leftover depth | 20 ft (1,200 sq ft across the width) |
| Total working bays | 12 |
| Share of floor committed | 67% |
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 100-foot length — planning model, not survey data
| Zone | Length along the building | Computed area |
|---|---|---|
| Equipment bays | 60 ft | 3,600 sq ft |
| Material and input storage | 25 ft | 1,500 sq ft |
| Working and turning space | 15 ft | 900 sq ft |
Shares applied to the stored 100-foot length; areas computed against the 60-foot width.
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.
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 a single-bay shelter where the frame and the room are the same thing: there is no strip between posts and wall, so stored items stand in the bay itself and the bay stops being clear. 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.
The 20-foot leftover depth is 1,200 square feet across the full width — deep enough to plan deliberately, and at this footprint it goes to a lined and lit corner that stays usable in cold weather while the rest of the building remains unheated. A leftover strip earns its place only when something is deliberately put in it; otherwise it is circulation with a nicer name.
Spare width is the more valuable of the two leftovers here: a continuous 4-foot strip beats the same area stranded at the end of the run, because it touches every position along the way. The corner nobody plans for is the one that fills first, which is an argument for planning it.
Spent as a square 77 by 77 instead, the same 6,000 sq ft would stand 4 working bays across rather than 3, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. Compared with a 60 by 80 of the same width, the extra depth here adds run rather than reach: it buys about 4 working bays in line, and every position past the second is retrieved by moving what stands in front of it. 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. Daily use mixes vehicles, storage and work, and the plan works when the noisy, dirty and warm activities each have a bay rather than sharing one. Gutters and where the roof discharges decide the condition of the ground people walk on. That movement pattern, not the 6,000-square-foot total, is what decides whether the leftover 20 feet is useful here.
Height
Interior height for a 60x100 pole barn
Span drives headroom at 60x100: 60 feet of width on a 3:12 pitch puts 25.5 feet over the middle and 18 feet at the walls, so where a tall item stands matters as much as how tall it is. Interior divisions are the last decision that should be fixed, because they are the first one that usually changes.
Height on a 60 ft span is a separate decision from the 100 ft length, and it is the span that sets the frame's behavior. Raising the eave over 6,000 sq ft affects every bay along the 100 ft dimension, so the test is whether enclosed post frame building genuinely needs the extra clear height or only the floor area.
Ventilation across 6,000 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.
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 pole barn
| Footprint | Floor area | Working bays |
|---|---|---|
| 30x80 | 2,400 sq ft | 6 (2 x 3) |
| 40x60 | 2,400 sq ft | 4 (2 x 2) |
| 50x50 | 2,500 sq ft | 6 (3 x 2) |
| 40x70 | 2,800 sq ft | 9 (3 x 3) |
| 30x100 | 3,000 sq ft | 8 (2 x 4) |
Areas computed from each stored size record; working bay counts computed with the same 14 by 24 foot planning module.
- 30x80 moves the count from 12 to 6 working bays (2 across by 3 deep), which is the reason to choose between them.
- 40x60 moves the count from 12 to 4 working bays (2 across by 2 deep), which is the reason to choose between them.
- 50x50 moves the count from 12 to 6 working bays (3 across by 2 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
| Footprint | Area Δ | % Δ | Working bays at that footprint | What changes for this use |
|---|---|---|---|---|
| 80x80 | +400 sq ft | +6.7% | 15 (5 x 3) | +3 working bays on the same planning module. |
| 50x100 | −1,000 sq ft | −16.7% | 20 (4 x 5) | +8 working bays on the same planning module. |
| 60x120 | +1,200 sq ft | +20% | 20 (4 x 5) | +8 working bays on the same planning module. |
| 60x80 | −1,200 sq ft | −20% | 12 (4 x 3) | Same working bay count on this planning module; the difference is circulation and stored depth, not capacity. |
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.
Visualization
Reading the 60x100 footprint as a pole barn
FAQ
Questions about 60x100 pole barn projects
Take 2 ft off each wall as a working strip and the plan area drops from 6,000 to about 5,376 sq ft across 56 by 96 ft. Against that, 4 by 3 working bays occupy 4,032 sq ft and roughly 33% of the footprint stays as movement and margin. That circulation share is the number worth arguing about; the headline area is not.
The 60-ft gable takes an opening of about 52 ft clear after corner framing — 3 module-width openings. The 100-ft sidewall takes up to 5 spaced with piers, and those piers sit naturally on the 10-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 600 sq ft, 10% more floor, and keeps the clean division. It buys depth, not span: if the constraint is fitting things side by side, extra length does not solve it.
A 6-inch slab across 6,000 square feet computes to 111.1 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.
Reserving 8 ft across the 60 ft dimension for movement leaves 52 ft of working width, which takes 3 working bays at 14 ft. Along 100 ft it takes 4 runs at 24 ft. That is 12 positions out of 6,000 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.
5,760 square feet of wall and 6,185 square feet of roof at a 3:12 pitch — the roof exceeding the floor by 3%.
The largest thing that will enter, measured with anything mounted on it, checked against the clear opening rather than the nominal door size.
The width leaves 4 feet spare after 4 working bays. That margin absorbs wall storage and passing room. Width is the dimension that cannot be extended later.
Methodology
How this page was produced
Sources and methodology
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.
- 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 60x100 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 100-foot length.
- 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.
Continue your research
Related planning topics
Background reading on the questions this page raises. None of these pages sells anything.
Compare 60x100 pole barn configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.




