Building Types
40x40 Steel Storage Building
- Width
- 40 ft
- Length
- 40 ft
- Floor area
- 1,600 sq ft
- Perimeter
- 160 ft

Example
Example Configuration

Quick dimensions
At a Glance
Width
40 ft across the gable end.
Length
40 ft along the sidewall.
Floor area
1,600 sq ft of clear floor.
Eave height
14 ft at the sidewall on the stored profile.
Use
How a 40×40 Storage Building May Be Used
RV and boat storage
Interior partitions follow the frame bays, which sets the practical unit sizes.
Self storage
Drive aisles and door widths determine what can be moved in and out.
General storage
Door type and hardware are specified for the contents being stored.
Configuration
How This Building Is Configured
Steel buildings configured for personal, RV, boat or self-storage use.
Configuration summary
| Building type | Storage Building |
|---|---|
| Footprint | 40 ft × 40 ft |
| Floor area | 1,600 sq ft |
| Eave height | 14 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 40 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 Storage Building
40′ × 20′
800 sq ft
40′ × 60′
2,400 sq ft
30′ × 40′
1,200 sq ft
Related
Related Building Types
Example configuration — for planning purposes only.
FAQ
Common Questions
40 ft × 40 ft is 1,600 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 40x40 storage building planned as a store holding machines and their attachments as one inventory
This page is ordered around the row of doors and the drive in front of them, because every unit here is reached from a vehicle.
The 40-foot width takes 2 machine positions across, but the 40-foot length does not complete a full row once 18 feet of circulation is deducted — the depth is the binding dimension here.
Read this footprint through its span. 40 feet across is the fixed constraint; 40 feet of length is the negotiable one, and at 1 to 1 the building is close to square, so movement runs in both directions. The count of working positions, not the headline area, is the figure that survives contact with the operation.
A 40 by 40 footprint is a near-square plan: 1,600 sq ft enclosed by 160 ft of wall, at a 1:1 length-to-width proportion. Along its 40 ft dimension it takes 1 run of machine positions at 24 ft, leaving 16 ft over — the 16 ft is where the argument about this size actually happens. Taken purely as arithmetic, 40 by 40 gives 1 machine positions across the 40 ft dimension once 18 ft is reserved for movement, and 1 deep along the 40 ft dimension. Run as a a store holding machines and their attachments as one inventory, 8 ft across is below the 14 ft this use needs to be worth planning, so the remainder cannot hold racked attachments, so implements are set down wherever there is floor and changeovers happen outside Cold steel and still air over dormant machinery invite condensation, which is a specification question rather than a layout one.
This footprint is planned as a store holding machines and their attachments as one inventory. 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 40 by 40 instead, the same 1,600 sq ft would stand 1 machine positions 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 defining movement is the changeover, not the retrieval: drive in with one implement, set it down, pick up another, drive out. That needs clear floor in front of the rack, which is the space most often designed away. A store planned around the largest machine wastes area on all the others unless the positions are graded.
Areas, perimeter, roof area, ridge height, slab volume and the machine position counts on this page are computed from the stored 40x40 record and this platform's planning module for the storage building category.
Openings
Openings for 2 machine positions across
One opening per position works on this gable: 2 across 40 feet, with 12 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. The mezzanine that is added afterwards is the change order that reprices the frame.
The 40 ft ends and the 40 ft sides offer very different opening budgets: 40 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 attachment rack planning or implement changeover space should be the first thing reached from the door.
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 40x40 footprint measured for a storage building
Computed dimensional profile of a 40x40 storage building
| Measure | Computed at this footprint |
|---|---|
| Floor area | 1,600 sq ft |
| Interior after a 2 ft wall strip | 36 × 36 ft (1,296 sq ft) |
| Proportion | 1 to 1 |
| Perimeter | 160 ft (100 ft per 1,000 sq ft of floor) |
| Wall carried against a square of the same area | 0% |
| Enclosed volume | 26,400 cu ft at a 14 ft eave and 19 ft ridge |
| Roof plane against floor | 1,649 sq ft (+3%) |
| Machine positions planned | 2 across × 0 deep = 0 |
| Circulation and margin | 100% of the footprint |
| Widest clear opening planned | 32 ft on the 40 ft gable, 6 ft in a sidewall bay |
| Bay division | 4 bays at 10 ft (exact) |
Computed from the stored 40x40 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.
40 ft is under one full 24-ft rank with circulation. 1,600 sq ft plans well as two zones with the split on a frame line.
The 40-ft span holds 2 machine positions plus 12 ft — most of another position. Across only 0 ranks of depth that leaves nothing spare for racking or a bench; those go outside the machine position positions or not at all.
40 ft divides exactly into 4 bays at 10 ft. On 1,600 sq ft that grid is what keeps racking, doors and lighting from being set out three times.
The 12 ft left across the width is most of another machine position without being one. Given a purpose it becomes a racked attachment zone where each implement stands in a known place, so a machine can be changed over inside the building; left undefined it becomes the strip everything ends up in.
The 40-ft gable clears about 32 ft after corner framing — 2 module-width openings abreast. With one shallow rank the end wall is the whole access strategy.
How the 40-foot run can be divided
| Bays | Spacing | Division | What it means for the plan |
|---|---|---|---|
| 4 | 10 ft | Exact | 40 divides exactly by 10, so the frame line, the sidewall openings and any interior division can all land on the same grid. |
| 2 | 20 ft | Exact | 40 divides exactly by 20, so the frame line, the sidewall openings and any interior division can all land on the same grid. |
| 3 | 13.3 ft | Nearest even division | 3 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 store holding machines and their attachments as one inventory
The access model this building could equally be arranged for is a single-aisle machinery store with everything reachable from one run: there is no attachment wall, so attachments occupy floor that a machine could have used and are moved every time one is retrieved. The floor carries two grids at different scales: deep positions for machines and a shallower band for implements. Keeping them separate is what prevents the common failure where an implement occupies half a machine position and nobody notices until the machine returns.
Depth arithmetic leaves a working end zone here. 880 square feet sits past the last row, which is why 40x40 tends to be planned with a racked attachment zone where each implement stands in a known place, so a machine can be changed over inside the building designed in rather than added later. Access, not area, is what makes a plan feel small once it is in use.
Spare width is the more valuable of the two leftovers here: a continuous 12-foot strip beats the same area stranded at the end of the run, because it touches every position along the way. Set the openings before the interior, because the openings cannot move and the interior can.
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 40 by 40 instead, the same 1,600 sq ft would stand 1 machine positions 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 defining movement is the changeover, not the retrieval: drive in with one implement, set it down, pick up another, drive out. That needs clear floor in front of the rack, which is the space most often designed away. A store planned around the largest machine wastes area on all the others unless the positions are graded. That movement pattern, not the 1,600-square-foot total, is what decides whether the leftover 22 feet is useful here.
Usable area
How the 1,600 square feet divides at 40x40
Computed machine position fit for a 40x40 storage building
| Measure | Computed at this footprint |
|---|---|
| Machine positions across the 40-foot width | 2 at a 14-foot module |
| Leftover width | 12 ft (480 sq ft as a full-length strip) |
| Rows along the 40-foot length | 0 at a 24-foot module after 18 ft of circulation |
| Leftover depth | 22 ft (880 sq ft across the width) |
| Total machine positions | 0 |
| Share of floor committed | 0% |
Module footprint used here is 14 by 24 feet, this platform's planning module for a storage building. It is not a code minimum or an engineered clearance.
Example allocation of the 40-foot length — planning model, not survey data
| Zone | Length along the building | Computed area |
|---|---|---|
| Storage or unit area | 27.2 ft | 1,088 sq ft |
| Aisles and access | 9.6 ft | 384 sq ft |
| Office and utility | 3.2 ft | 128 sq ft |
Shares applied to the stored 40-foot length; areas computed against the 40-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.
Cost drivers
Quantities that move the estimate at 40x40
The estimate at 40x40 moves with four computed quantities: 1,600 square feet of floor, 160 feet of perimeter, 2,240 square feet of wall and 1,649 square feet of roof. Everything else is site and specification. Storage expands until it meets a wall, so give it a wall on purpose.
Racking, floor levelness and lighting over the changeover zone are the additions that make this arrangement work. They are modest against the shell, and omitting them is what pushes changeovers back into the yard.
- clear height for stacking
- opening size against the largest stored item
- condensation control under the roof
- the apron and surface at the door
Configurations
Configuring 1 machine positions at 40x40
Nominal bay division computes to 2 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. Where the building sits on the site changes how much of this floor is genuinely reachable.
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. Snow, wind and site exposure change what this shape costs to build long before the interior plan does.
Attachment inventory grows faster than machine count, so the extendable flank should be the racked one. Planning for that asymmetry is more useful than adding machine positions that will end up holding implements.
Configured as a store holding machines and their attachments as one inventory, 40x40 is judged on whether the 0 machine positions it holds match the operation, and on whether the 12 feet of spare width leaves the route this mode depends on.
- Does the work need three parked lanes, or two lanes and a moving lane wide enough for equipment to pass, or does it need a second lane that this 40-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?
- What stacking height do you plan, and does the building allow placing the top item?
- How wide does the retrieval aisle need to be for the handling equipment you use?
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 40x40 storage building
Span drives headroom at 40x40: 40 feet of width on a 3:12 pitch puts 19 feet over the middle and 14 feet at the walls, so where a tall item stands matters as much as how tall it is. Fire separation, egress and occupancy are determined for the specific building and can reshape this plan entirely.
Height on a 40 ft span is a separate decision from the 40 ft length, and it is the span that sets the frame's behavior. Raising the eave over 1,600 sq ft affects every bay along the 40 ft dimension, so the test is whether attachment rack planning genuinely needs the extra clear height or only the floor area.
Insulation here is usually about condensation on the underside of the roof rather than about comfort.
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 storage building
| Footprint | Floor area | Machine positions |
|---|---|---|
| 20x20 | 400 sq ft | 0 (1 x 0) |
| 18x26 | 468 sq ft | 0 (1 x 0) |
| 20x24 | 480 sq ft | 0 (1 x 0) |
| 16x30 | 480 sq ft | 0 (1 x 0) |
| 23x22 | 506 sq ft | 0 (1 x 0) |
Areas computed from each stored size record; machine position counts computed with the same 14 by 24 foot planning module.
- 20x20 holds the same 0 machine positions but changes the leftover depth by -14 feet, which is where the difference is actually felt.
- 18x26 holds the same 0 machine positions but changes the leftover depth by -22 feet, which is where the difference is actually felt.
- 20x24 holds the same 0 machine positions but changes the leftover depth by -10 feet, which is where the difference is actually felt.
Nearby footprints read for a storage building: exact change in area and in planning machine positions
| Footprint | Area Δ | % Δ | Machine positions at that footprint | What changes for this use |
|---|---|---|---|---|
| 30x50 | −100 sq ft | −6.2% | 2 (2 x 1) | +2 machine positions on the same planning module. |
| 36x48 | +128 sq ft | +8% | 2 (2 x 1) | +2 machine positions on the same planning module. |
| 36x40 | −160 sq ft | −10% | 3 (3 x 1) | +3 machine positions on the same planning module. |
| 40x50 | +400 sq ft | +25% | 0 (2 x 0) | Same machine position count on this planning module; the difference is circulation and stored depth, not capacity. |
Areas are arithmetic on two stored size records; machine position counts use this platform's 14 by 24 foot planning module and are not a capacity statement.
Because this footprint is planned as a store holding machines and their attachments as one inventory, the useful next reads are different from the ones a differently shaped storage building suggests: attachment rack planning, implement changeover space, machine and implement inventory.
Visualization
Reading the 40x40 footprint as a storage building
FAQ
Questions about 40x40 storage building projects
Take 2 ft off each wall as a working strip and the plan area drops from 1,600 to about 1,296 sq ft across 36 by 36 ft. Against that, 2 by 0 machine positions occupy 0 sq ft and roughly 100% of the footprint stays as movement and margin. That circulation share is the number worth arguing about; the headline area is not.
The 40-ft gable takes an opening of about 32 ft clear after corner framing — 2 module-width openings. 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 400 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.
The 40-foot width takes 2 machine positions across, but the 40-foot length does not complete a full row once 18 feet of circulation is deducted — the depth is the binding dimension here. Those counts use a 14 by 24 foot planning module with 18 feet allowed for circulation, so a different module changes the answer.
Reserving 18 ft across the 40 ft dimension for movement leaves 22 ft of working width, which takes 1 machine positions at 14 ft. Along 40 ft it takes 1 runs at 24 ft. That is 1 positions out of 1,600 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on is this a store for machines, or for machines and the attachments that make them useful. These are planning figures computed from the footprint, not a quoted layout.
A 5-inch slab across 1,600 square feet computes to 24.7 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.
Storing them in a defined zone rather than beside their machine is usually better, because attachments outnumber machines and follow different pairings over time.
2,240 square feet of wall and 1,649 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
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.
- Machine position fit: Counts, leftover strips and per-module areas are computed from the stored 40x40 record against this platform's 14 by 24 foot planning module for the storage building category, with 18 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 storage and warehousing and are applied arithmetically to the stored 40-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 40x40 storage building configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.




