Building Types
60x150 Clear-Span Steel Building
- Width
- 60 ft
- Length
- 150 ft
- Floor area
- 9,000 sq ft
- Perimeter
- 420 ft
Quick dimensions
At a Glance
Width
60 ft across the gable end.
Length
150 ft along the sidewall.
Floor area
9,000 sq ft of clear floor.
Eave height
14 ft at the sidewall on the stored profile.
Configuration
How This Building Is Configured
Configuration summary
| Building type | Clear-Span Steel Building |
|---|---|
| Footprint | 60 ft × 150 ft |
| Floor area | 9,000 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.
Use
How a 60×150 Clear-Span Steel Building May Be Used
Warehouse
Clear-span width determines how the main space can be arranged and seated.
Arena
Ancillary rooms are commonly placed along one side or at one end.
Manufacturing
Entrance and exit placement follows the occupancy requirements for the use.
Example
Example Configuration
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 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 Clear-Span Steel Building
60′ × 130′
7,800 sq ft
60′ × 170′
10,200 sq ft
50′ × 150′
7,500 sq ft
Related
Related Building Types
Example configuration — for planning purposes only.
FAQ
Common Questions
60 ft × 150 ft is 9,000 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.
Compare nearby sizes
Related footprints for this building type
Each page works through one footprint for one building type.
Overview
A 60x150 clear-span steel building planned as a clear-span floor whose value is uninterrupted stacking height and depth, not station count
This page is ordered around runway, because that is the decision this footprint settles first and every later choice follows from it.
2 storage bays fit across the 60-foot width with only 0 feet left over, which is a tight fit: the width is fully committed and nothing can be widened later without moving a wall.
Read this footprint through its span. 60 feet across is the fixed constraint; 150 feet of length is the negotiable one, and at 2.5 to 1 the building is long for its width, so movement runs front to back. Two feet of spare width reads as nothing on a plan and as a great deal when a machine is being turned.
A 60 by 150 footprint is a long corridor of a plan: 9,000 sq ft enclosed by 420 ft of wall, at a 2.5:1 length-to-width proportion. Along its 150 ft dimension it takes 3 runs of storage bays at 40 ft, leaving 30 ft over — the 30 ft is where the argument about this size actually happens. Taken purely as arithmetic, 60 by 150 gives 1 storage bays across the 60 ft dimension once 14 ft is reserved for movement, and 3 deep along the 150 ft dimension. Run as a a clear-span floor whose value is uninterrupted stacking height and depth, not station count, 16 ft across is enough to be worth planning: a load-out lane kept clear along one wall so material can be reached and moved without disturbing the rest of the pile A clear span left undivided by plan, rather than by accident, keeps more future uses available than one filled in as needs arise.
At 60x150 the operating question is a specific one: can material at the back of the stack be reached without moving material stacked in front of it? That is a different question from the one a clear-span steel building of another shape has to answer, and it is why this footprint is planned as a clear-span floor whose value is uninterrupted stacking height and depth, not station count rather than as generic covered area.
Areas, perimeter, roof area, ridge height, slab volume and the storage bay counts on this page are computed from the stored 60x150 record and this platform's planning module for the clear-span steel building category.
Openings
Openings for 2 storage bays across
At 60 feet the gable will not comfortably take one opening per storage bay: 2 positions with 0 feet spare leaves too little wall for piers. A single wider opening, or a sidewall opening, is the workable route. Doors and their approaches decide more about daily use here than the enclosed area does.
The 60 ft ends and the 150 ft sides offer very different opening budgets: 60 ft of end wall has room for one wide opening or two modest ones, while 150 ft of side wall can carry several without the openings competing. On this plan the deciding factor is whether bulk storage bay layout or load-out lane planning 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.
Usable area
How the 9,000 square feet divides at 60x150
Computed storage bay fit for a 60x150 clear-span steel building
| Measure | Computed at this footprint |
|---|---|
| Storage bays across the 60-foot width | 2 at a 30-foot module |
| Leftover width | 0 ft (0 sq ft as a full-length strip) |
| Rows along the 150-foot length | 3 at a 40-foot module after 14 ft of circulation |
| Leftover depth | 16 ft (960 sq ft across the width) |
| Total storage bays | 6 |
| Share of floor committed | 80% |
Module footprint used here is 30 by 40 feet, this platform's planning module for a clear-span steel building. It is not a code minimum or an engineered clearance.
Example allocation of the 150-foot length — planning model, not survey data
| Zone | Length along the building | Computed area |
|---|---|---|
| Production floor | 82.5 ft | 4,950 sq ft |
| Material handling and staging | 42 ft | 2,520 sq ft |
| Support, office and utility | 25.5 ft | 1,530 sq ft |
Shares applied to the stored 150-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.
Configurations
Configuring 6 storage bays at 60x150
Nominal bay division computes to 6 bays at about 25 feet, narrower than the 30-foot module — so frame lines land inside positions and the interior has to be set out from the columns. Daylight placement changes how a floor is used far more than its cost suggests.
With 3 rows deep, the rear row is behind the front one. Without a route past it, those storage bays become storage positions rather than working ones — the real cost of depth at this width. Security and after-hours access are easier to design in the door layout than to bolt on later.
Extension is cheapest along the 150 ft dimension, where each added bay repeats work already framed; widening past 60 ft is a different frame rather than a longer one. Growing to 60 by 190 adds a 4th run of storage bays — useful if the constraint is storage bays rather than the 30 ft already spare at the far end.
Configured as a clear-span floor whose value is uninterrupted stacking height and depth, not station count, 60x150 is judged on whether the 6 storage bays it holds match the operation, and on whether the 0 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 150-foot length being bought for depth, or for the repeated bays — a long repeating bay sequence, so segment boundaries are set by bay lines rather than by walls?
- What dimension genuinely has to be crossed without a column?
- Is the clear height measured under the frame, or at the eave?
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 60x150 clear-span steel building
Span drives headroom at 60x150: 60 feet of width on a 3:12 pitch puts 21.5 feet over the middle and 14 feet at the walls, so where a tall item stands matters as much as how tall it is. The span is the commitment; everything inside it is rearrangeable later, and the 60-foot dimension is not.
Clearance is set by the stacking height planned for the tallest bay plus the reach of the handling equipment above the pile, not by the eave alone.
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.
Allocation
Dividing the floor for a clear-span floor whose value is uninterrupted stacking height and depth, not station count
The use this column-free floor could equally be bought for is a column-free floor sized around turning and parking wheeled equipment, not fixed workstations: there is no turning apron, so every reposition becomes a multi-point manoeuvre around parked equipment. The floor is divided into stacking bays by product or rotation date, with a load-out lane running the length of one side so any bay can be reached without crossing another. Piling against every wall equally, with no reserved lane, is what makes older material unreachable.
Depth arithmetic leaves a working end zone here. 960 square feet sits past the last row, which is why 60x150 tends to be planned with a load-out lane kept clear along one wall so material can be reached and moved without disturbing the rest of the pile designed in rather than added later. The plan is only as good as the route into it, which is a site question rather than a building one.
Only 0 feet of width is spare, so there is no wall strip: anything set along a sidewall comes out of a storage bay's clearance. Whoever operates the building daily should read the plan before it is frozen, because they know where the pinch points are.
Compared with a 60 by 110 of the same width, the extra depth here adds run rather than reach: it buys about 3 storage bays in line, and every position past the second is retrieved by moving what stands in front of it. Spent as a square 95 by 95 instead, the same 9,000 sq ft would stand 2 storage 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. A building of this size behaves like a small yard under a roof: zones need to be defined, signed and left alone, or they migrate. Material moves in bulk on a rotation cycle — received, stacked, and later reclaimed — rather than being picked piece by piece, so the handling equipment's reach and turning room inside the load-out lane matters more than any walking aisle. Whether a clear-span building of a given size needs a permit, a setback or specific anchorage is determined by the authority having jurisdiction, not by the building's typology. That movement pattern, not the 9,000-square-foot total, is what decides whether the leftover 16 feet is useful here.
Comparison
What changes at adjacent footprints
Computed comparison of nearby footprints for a clear-span steel building
| Footprint | Floor area | Storage bays |
|---|---|---|
| 60x60 | 3,600 sq ft | 4 (4 x 1) |
| 50x80 | 4,000 sq ft | 4 (2 x 2) |
| 40x100 | 4,000 sq ft | 4 (2 x 2) |
| 60x80 | 4,800 sq ft | 6 (3 x 2) |
| 40x120 | 4,800 sq ft | 4 (2 x 2) |
Areas computed from each stored size record; storage bay counts computed with the same 30 by 40 foot planning module.
- 60x60 moves the count from 6 to 4 storage bays (4 across by 1 deep), which is the reason to choose between them.
- 50x80 moves the count from 6 to 4 storage bays (2 across by 2 deep), which is the reason to choose between them.
- 40x100 moves the count from 6 to 4 storage bays (2 across by 2 deep), which is the reason to choose between them.
Nearby footprints read for a clear-span steel building: exact change in area and in planning storage bays
| Footprint | Area Δ | % Δ | Storage bays at that footprint | What changes for this use |
|---|---|---|---|---|
| 80x120 | +600 sq ft | +6.7% | 4 (2 x 2) | −2 storage bays on the same planning module. |
| 80x100 | −1,000 sq ft | −11.1% | 9 (3 x 3) | +3 storage bays on the same planning module. |
| 50x150 | −1,500 sq ft | −16.7% | 10 (2 x 5) | +4 storage bays on the same planning module. |
| 60x120 | −1,800 sq ft | −20% | 6 (2 x 3) | Same storage bay count on this planning module; the difference is circulation and stored depth, not capacity. |
Areas are arithmetic on two stored size records; storage bay counts use this platform's 30 by 40 foot planning module and are not a capacity statement.
Because this footprint is planned as a clear-span floor whose value is uninterrupted stacking height and depth, not station count, the useful next reads are different from the ones a differently shaped clear-span steel building suggests: bulk storage bay layout, load-out lane planning, clear-span stacking building.
Visualization
Reading the 60x150 footprint as a clear-span steel building
FAQ
Questions about 60x150 clear-span steel building projects
5,880 square feet of wall and 9,277 square feet of roof at a 3:12 pitch — the roof exceeding the floor by 3%.
Reserving 14 ft across the 60 ft dimension for movement leaves 46 ft of working width, which takes 1 storage bays at 30 ft. Along 150 ft it takes 3 runs at 40 ft. That is 3 positions out of 9,000 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on can material at the back of the stack be reached without moving material stacked in front of it. These are planning figures computed from the footprint, not a quoted layout.
The width leaves 0 feet spare after 2 storage bays. There is no margin, so added equipment or wall storage comes out of a position. Width is the dimension that cannot be extended later.
Enough for the handling equipment to turn while loaded, run the full length of the bay it serves. Sizing the lane for the equipment's parked footprint rather than its working turn is the usual mistake.
Length here buys 3 rows and 6 nominal bays; width buys 2 positions side by side. At this aspect ratio the building is already long for its span, so extra length adds depth rather than capacity.
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.
- Storage bay fit: Counts, leftover strips and per-module areas are computed from the stored 60x150 record against this platform's 30 by 40 foot planning module for the clear-span steel building category, with 14 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 production and industrial operations and are applied arithmetically to the stored 150-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.
Cost drivers
Quantities that move the estimate at 60x150
Quantities, not prices, are publishable here: roof cladding runs 9,277 square feet — 3% above the 9,000-square-foot floor at a 3:12 pitch — with 111.1 cubic yards of nominal slab beneath it. The building is fixed for decades while the operation inside it changes every few years, and the plan has to survive that.
Floor loading capacity and the load-out lane's surface take more of the planning attention than wall or roof finish, since the building's working life is defined by what the floor and equipment can bear and reach.
- the span itself, which sets the primary frame
- clear height maintained under a deeper frame
- bracing strategy in the walls and roof
- opening positions the span makes possible
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 60x150 clear-span steel building configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.