Building Types
60x60 Grain Storage Building
- Width
- 60 ft
- Length
- 60 ft
- Floor area
- 3,600 sq ft
- Perimeter
- 240 ft
Use
How a 60×60 Grain Storage Building 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
60 ft along the sidewall.
Floor area
3,600 sq ft of clear floor.
Eave height
16 ft at the sidewall on the stored profile.
Configuration
How This Building Is Configured
Configuration summary
| Building type | Grain Storage Building |
|---|---|
| Footprint | 60 ft × 60 ft |
| Floor area | 3,600 sq ft |
| Eave height | 16 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 16 ft eave sets the ceiling on door height before any frame change.
Drive-through
Matching openings at both ends avoid reversing, at the cost of usable wall.
Similar sizes
Other Sizes for a Grain Storage Building
60′ × 40′
2,400 sq ft
60′ × 80′
4,800 sq ft
50′ × 60′
3,000 sq ft
Related
Related Building Types
Example configuration — for planning purposes only.
FAQ
Common Questions
60 ft × 60 ft is 3,600 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.
Cost drivers
Quantities that move the estimate at 60x60
The estimate at 60x60 moves with four computed quantities: 3,600 square feet of floor, 240 feet of perimeter, 3,840 square feet of wall and 3,795 square feet of roof. Everything else is site and specification. Snow, wind and site exposure change what this shape costs to build long before the interior plan does.
Proportion drives cost here as much as size does: 240 ft of wall around 3,600 sq ft is 0.067 ft of wall per enclosed square foot, and a squarer plan of the same area would carry less. What moves the figure further on a a support building serving bulk storage held elsewhere on the site is the fit-out commodity support building planning implies, along with framed openings and the height chosen for the 60 ft span.
- wall design for product pressure, which is an engineering output
- the opening size the handling equipment needs
- ventilation and monitoring provisions
- the truck apron and turning area
Overview
A 60x60 grain storage building planned as a support building serving bulk storage held elsewhere on the site
This page is ordered around zoning across the 60-foot span, because that is the dimension a grain storage building cannot change later.
The footprint holds 6 handling zones — 3 across by 2 deep — and the remaining 8 feet is marginal: equipment is left outside between seasons, which shortens its life and puts set-up time into every use.
What distinguishes 60x60 is depth behaviour: 2 rows along 60 feet after 12 feet of circulation, with 8 feet unaccounted for at the end of the run. A building that cannot be reversed out of is a building that gets used in one direction only.
A 60 by 60 footprint is a near-square plan: 3,600 sq ft enclosed by 240 ft of wall, at a 1:1 length-to-width proportion. Along its 60 ft dimension it takes 3 runs of handling zones at 20 ft, leaving 0 ft over — the 0 ft is where the argument about this size actually happens. Taken purely as arithmetic, 60 by 60 gives 3 handling zones across the 60 ft dimension once 12 ft is reserved for movement, and 3 deep along the 60 ft dimension. Run as a a support building serving bulk storage held elsewhere on the site, 0 ft across is below the 10 ft this use needs to be worth planning, so equipment is left outside between seasons, which shortens its life and puts set-up time into every use Seasonal peaks mean the building is congested for weeks and quiet for months, and the congested weeks are the brief.
This footprint is planned as a support building serving bulk storage held elsewhere on the site. Movement is through rather than into. Product passes across this floor between the yard and the storage structures, so the plan is judged on how little it obstructs a route that already exists. Dust is generated wherever product is moved, and where it settles is a maintenance and safety question addressed in the specification.
Areas, perimeter, roof area, ridge height, slab volume and the handling zone counts on this page are computed from the stored 60x60 record and this platform's planning module for the grain storage building category.
Allocation
Dividing the floor for a support building serving bulk storage held elsewhere on the site
The handling pattern this building slips into when the season peaks is a mixed building holding stored material at one end and the equipment that moves it at the other: there is no buffer, so machines are parked against the stored material and every movement passes the face of it. The floor divides by activity rather than by product: a receiving position, an equipment stand, and a clear working area that is deliberately left empty because it is the space the operation borrows in a busy week.
There is no end zone at this footprint. 8 feet is circulation slack, not floor area with a purpose, and equipment is left outside between seasons, which shortens its life and puts set-up time into every use. Noise from this floor reaches the office, the neighbours and the yard, and separation is a plan decision.
The 12 feet of spare width runs the whole 60-foot length — 720 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another handling zone. Temperature swing on a steel shell drives condensation decisions that outrank most layout preferences.
Movement is through rather than into. Product passes across this floor between the yard and the storage structures, so the plan is judged on how little it obstructs a route that already exists. Dust is generated wherever product is moved, and where it settles is a maintenance and safety question addressed in the specification. That movement pattern, not the 3,600-square-foot total, is what decides whether the leftover 8 feet is useful here.
Usable area
How the 3,600 square feet divides at 60x60
Computed handling zone fit for a 60x60 grain storage building
| Measure | Computed at this footprint |
|---|---|
| Handling zones across the 60-foot width | 3 at a 16-foot module |
| Leftover width | 12 ft (720 sq ft as a full-length strip) |
| Rows along the 60-foot length | 2 at a 20-foot module after 12 ft of circulation |
| Leftover depth | 8 ft (480 sq ft across the width) |
| Total handling zones | 6 |
| Share of floor committed | 53% |
Module footprint used here is 16 by 20 feet, this platform's planning module for a grain storage building. It is not a code minimum or an engineered clearance.
Example allocation of the 60-foot length — planning model, not survey data
| Zone | Length along the building | Computed area |
|---|---|---|
| Equipment bays | 36 ft | 2,160 sq ft |
| Material and input storage | 15 ft | 900 sq ft |
| Working and turning space | 9 ft | 540 sq ft |
Shares applied to the stored 60-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.
Openings
Openings for 3 handling zones across
One opening per position works on this gable: 3 across 60 feet, with 12 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. Where the building sits on the site changes how much of this floor is genuinely reachable.
The 60 ft ends and the 60 ft sides offer very different opening budgets: 60 ft of end wall has room for one wide opening or two modest ones, while 60 ft of side wall can carry several without the openings competing. On this plan the deciding factor is whether commodity support building planning or handling equipment shelter should be the first thing reached from the door.
Machine handling at one end with a clear path to the pile, and product moved rather than carried.
Framed-opening sizes, headers and the structure around them are engineered for the specific building. Confirm every opening with the door supplier and the building manufacturer before ordering.
Configurations
Configuring 6 handling zones at 60x60
At 20-foot nominal bays the structure works with the layout instead of against it: one handling zone per bay line, walls free of awkward half-positions. The count of working positions, not the headline area, is the figure that survives contact with the operation.
With 2 rows deep, the rear row is behind the front one. Without a route past it, those handling zones become storage positions rather than working ones — the real cost of depth at this width. Access, not area, is what makes a plan feel small once it is in use.
Support buildings grow as the storage they serve grows, and they grow toward it. Leave the elevation facing the bins clear.
Configured as a support building serving bulk storage held elsewhere on the site, 60x60 is judged on whether the 6 handling zones 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 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 60-foot length being bought for depth, or for the repeated bays — five or six repeated bays, so functions are assigned bay by bay?
- How is product moved in and out, and does the opening suit that equipment?
- Has wall loading from stored product been raised with the manufacturer as an engineering item?
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 60x60 grain storage building
Across a 60-foot span the 4:12 pitch adds 10 feet between eave and ridge. The centreline measures 26 feet; anything parked or stacked near a wall lives with the 16-foot eave. Set the openings before the interior, because the openings cannot move and the interior can.
Clear height here is set by conveying and elevating equipment, which is taller than anything else on the site. That single requirement usually decides the eave for the whole building.
Ventilation across 3,600 square feet at this height: stored product needs air movement and monitoring, which makes ventilation a stored-quality question rather than a comfort one.
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 grain storage building
| Footprint | Floor area | Handling zones |
|---|---|---|
| 36x40 | 1,440 sq ft | 6 (3 x 2) |
| 24x60 | 1,440 sq ft | 2 (1 x 2) |
| 30x50 | 1,500 sq ft | 1 (1 x 1) |
| 40x40 | 1,600 sq ft | 6 (3 x 2) |
| 36x48 | 1,728 sq ft | 6 (3 x 2) |
Areas computed from each stored size record; handling zone counts computed with the same 16 by 20 foot planning module.
- 36x40 holds the same 6 handling zones but changes the leftover depth by -8 feet, which is where the difference is actually felt.
- 24x60 moves the count from 6 to 2 handling zones (1 across by 2 deep), which is the reason to choose between them.
- 30x50 moves the count from 6 to 1 handling zones (1 across by 1 deep), which is the reason to choose between them.
Nearby footprints read for a grain storage building: exact change in area and in planning handling zones
| Footprint | Area Δ | % Δ | Handling zones at that footprint | What changes for this use |
|---|---|---|---|---|
| 50x80 | +400 sq ft | +11.1% | 9 (3 x 3) | +3 handling zones on the same planning module. |
| 40x80 | −400 sq ft | −11.1% | 6 (2 x 3) | Same handling zone count on this planning module; the difference is circulation and stored depth, not capacity. |
| 50x60 | −600 sq ft | −16.7% | 6 (3 x 2) | Same handling zone count on this planning module; the difference is circulation and stored depth, not capacity. |
| 60x80 | +1,200 sq ft | +33.3% | 12 (4 x 3) | +6 handling zones on the same planning module. |
Areas are arithmetic on two stored size records; handling zone counts use this platform's 16 by 20 foot planning module and are not a capacity statement.
Because this footprint is planned as a support building serving bulk storage held elsewhere on the site, the useful next reads are different from the ones a differently shaped grain storage building suggests: commodity support building planning, handling equipment shelter, site route planning.
Visualization
Reading the 60x60 footprint as a grain storage building
FAQ
Questions about 60x60 grain storage building projects
A 5-inch slab across 3,600 square feet computes to 55.6 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.
Reserving 12 ft across the 60 ft dimension for movement leaves 48 ft of working width, which takes 3 handling zones at 16 ft. Along 60 ft it takes 3 runs at 20 ft. That is 9 positions out of 3,600 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on what does the building have to do when the product itself is stored in structures outside it. These are planning figures computed from the footprint, not a quoted layout.
3,840 square feet of wall and 3,795 square feet of roof at a 4:12 pitch — the roof exceeding the floor by 5%.
It usually ends up doing so temporarily. Planning a defined temporary-hold position is better than pretending it will not happen, because unplanned holding blocks the route.
The width leaves 12 feet spare after 3 handling zones. 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.
- Handling zone fit: Counts, leftover strips and per-module areas are computed from the stored 60x60 record against this platform's 16 by 20 foot planning module for the grain storage building category, with 12 feet allowed for circulation. The module is editorial planning typology, not a code minimum or an engineered clearance.
- Allocation model: Zone shares come from this platform's use typology for agricultural equipment and crop shelter and are applied arithmetically to the stored 60-foot length.
- 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.
Compare 60x60 grain storage building configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.