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80x80 Clear-Span Steel Building

Width
80 ft
Length
80 ft
Floor area
6,400 sq ft
Perimeter
320 ft
Concept visualization of a clear-span steel building at a representative 85 by 155 foot size; not a real project.
Example Configuration
clear-span steel building concept visualization at a representative 85x155 size.Example configuration — for planning purposes only
Last updated Aug 27, 2026Reviewed under the Find Steel Buildings editorial standards

Example

Example Configuration

Example configuration of a 80 by 80 foot clear-span steel building
Clear-Span Steel Building shown as an example configuration — for planning purposes only. Doors, colors and openings are specified for the actual project.

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Clear-Span Steel Building ✓80′ × 80′ ✓
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Quick dimensions

At a Glance

  • Width

    80 ft across the gable end.

  • Length

    80 ft along the sidewall.

  • Floor area

    6,400 sq ft of clear floor.

  • Eave height

    14 ft at the sidewall on the stored profile.

Use

How a 80×80 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.

Configuration

How This Building Is Configured

80′ length80′ width6,400 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typeClear-Span Steel Building
Footprint80 ft × 80 ft
Floor area6,400 sq ft
Eave height14 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 80 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

Related

Related Building Types

FAQ

Common Questions

80 ft × 80 ft is 6,400 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 80x80

The estimate at 80x80 moves with four computed quantities: 6,400 square feet of floor, 320 feet of perimeter, 4,480 square feet of wall and 6,597 square feet of roof. Everything else is site and specification. A leftover strip earns its place only when something is deliberately put in it; otherwise it is circulation with a nicer name.

Utility drops and fixed station equipment account for more of the interior cost than the shell, because each station along the line typically needs its own power and often its own service connection.

  • 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
Why we don't quote thisWe do not state 80x80 clear-span steel building pricing here, because it varies too much to give an honest figure. Published only with a documented inclusion basis, a collection date and a named source.

Overview

A 80x80 clear-span steel building planned as a clear-span floor organised around a line of stations that a product or unit moves through

This page is ordered around turn, because that is the decision this footprint settles first and every later choice follows from it.

The footprint holds 6 assembly stations — 3 across by 2 deep — and leaves 10 feet of depth for a buffer at the end of the line where finished units wait without blocking the next station's output.

Efficiency is the useful number here: 1,067 square feet of enclosed floor per assembly station, against a 720-square-foot module. That leaves working slack around each position. The building is fixed for decades while the operation inside it changes every few years, and the plan has to survive that.

A 80 by 80 footprint is a near-square plan: 6,400 sq ft enclosed by 320 ft of wall, at a 1:1 length-to-width proportion. Along its 80 ft dimension it takes 2 runs of assembly stations at 30 ft, leaving 20 ft over — the 20 ft is where the argument about this size actually happens. Taken purely as arithmetic, 80 by 80 gives 2 assembly stations across the 80 ft dimension once 10 ft is reserved for movement, and 2 deep along the 80 ft dimension. Run as a a clear-span floor organised around a line of stations that a product or unit moves through, 22 ft across is enough to be worth planning: a buffer at the end of the line where finished units wait without blocking the next station's output The clear span exists to remove a specific obstruction — a turning radius, a lifting path, a stacking depth — and the plan should say which one before it says how large the building is.

At 80x80 the operating question is a specific one: does the line of stations run in one direction end to end, or does something have to be carried backward against the flow? 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 organised around a line of stations that a product or unit moves through rather than as generic covered area.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the assembly station counts on this page are computed from the stored 80x80 record and this platform's planning module for the clear-span steel building category.

Configurations

Configuring 6 assembly stations at 80x80

Nominal bay division computes to 4 bays at about 20 feet, narrower than the 24-foot module — so frame lines land inside positions and the interior has to be set out from the columns. An empty building looks generous and a working one rarely does; plan against the working state.

With 2 rows deep, the rear row is behind the front one. Without a route past it, those assembly stations become storage positions rather than working ones — the real cost of depth at this width. Ground conditions and drainage decide the floor before the frame does.

Adding stations lengthens the line rather than widening it, so growth is planned along the same axis the line already runs rather than by adding a parallel row that breaks the one-direction flow.

Configured as a clear-span floor organised around a line of stations that a product or unit moves through, 80x80 is judged on whether the 6 assembly stations 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 racking or work zones on both sides with a full vehicle lane down the middle, or does it need a second lane that this 80-foot span cannot give?
  • Is the 80-foot length being bought for depth, or for the repeated bays — six to eight repeated bays, and the bay line becomes the organising device for the whole plan?
  • What dimension genuinely has to be crossed without a column?
  • Is the clear height measured under the frame, or at the eave?
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.

Height

Interior height for a 80x80 clear-span steel building

Across a 80-foot span the 3:12 pitch adds 10 feet between eave and ridge. The centreline measures 24 feet; anything parked or stacked near a wall lives with the 14-foot eave. Neighbouring buildings, setbacks and the approach road often decide the orientation before the plan does.

Height on a 80 ft span is a separate decision from the 80 ft length, and it is the span that sets the frame's behavior. Raising the eave over 6,400 sq ft affects every bay along the 80 ft dimension, so the test is whether assembly line layout genuinely needs the extra clear height or only the floor area.

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.

Openings

Openings for 3 assembly stations across

The 80-foot gable can carry 3 openings, one per assembly station, with 8 feet of wall left for piers between and beside them — the arrangement that keeps each position independently reachable. The plan should survive the day the largest item the operation owns has to come inside.

Receiving and shipping doors sit at opposite ends of the line wherever possible, so incoming material and outgoing product never cross paths on the same floor.

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.

Allocation

Dividing the floor for a clear-span floor organised around a line of stations that a product or unit moves through

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. Stations are arranged along the long axis in process order, with material and tool storage kept at each station rather than centralized, so nobody leaves the line to fetch what the next step needs.

The 10-foot leftover depth is 800 square feet across the full width — deep enough to plan deliberately, and at this footprint it goes to a buffer at the end of the line where finished units wait without blocking the next station's output. The floor treatment is a use decision that outlasts most of the equipment standing on it.

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. Two operations of the same size can want opposite plans, so the arithmetic below is a starting point rather than a recommendation.

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 80 by 80 instead, the same 6,400 sq ft would stand 2 assembly stations across rather than 2, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. 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. The longest internal travel on a 80 by 80 plan is about 113 ft corner to corner, and the shortest useful one is the 80 ft cross-run. For a a clear-span floor organised around a line of stations that a product or unit moves through that matters where assembly line layout sits, because shortening the 80 ft run to serve it lengthens every trip along the 80 ft dimension. A clear span left undivided by plan, rather than by accident, keeps more future uses available than one filled in as needs arise. That movement pattern, not the 6,400-square-foot total, is what decides whether the leftover 10 feet is useful here.

Production floor44 × 80 ft · 3,520 sq ftMaterial handling and staging22.4 × 80 ft · 1,792 sq ftSupport, office and utility13.6 × 80 ft · 1,088 sq ft80 ft overall length
process and handling allocation allocation across the 80-foot length

Usable area

How the 6,400 square feet divides at 80x80

Computed assembly station fit for a 80x80 clear-span steel building

MeasureComputed at this footprint
Assembly stations across the 80-foot width3 at a 24-foot module
Leftover width8 ft (640 sq ft as a full-length strip)
Rows along the 80-foot length2 at a 30-foot module after 10 ft of circulation
Leftover depth10 ft (800 sq ft across the width)
Total assembly stations6
Share of floor committed68%

Module footprint used here is 24 by 30 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 80-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Production floor44 ft3,520 sq ft
Material handling and staging22.4 ft1,792 sq ft
Support, office and utility13.6 ft1,088 sq ft

Shares applied to the stored 80-foot length; areas computed against the 80-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.

Comparison

What changes at adjacent footprints

Computed comparison of nearby footprints for a clear-span steel building

FootprintFloor areaAssembly stations
40x702,800 sq ft2 (2 x 1)
30x1003,000 sq ft3 (1 x 3)
50x603,000 sq ft2 (2 x 1)
40x803,200 sq ft2 (1 x 2)
60x603,600 sq ft4 (4 x 1)

Areas computed from each stored size record; assembly station counts computed with the same 24 by 30 foot planning module.

  • 40x70 moves the count from 6 to 2 assembly stations (2 across by 1 deep), which is the reason to choose between them.
  • 30x100 moves the count from 6 to 3 assembly stations (1 across by 3 deep), which is the reason to choose between them.
  • 50x60 moves the count from 6 to 2 assembly stations (2 across by 1 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 assembly stations

FootprintArea Δ% ΔAssembly stations at that footprintWhat changes for this use
60x100−400 sq ft−6.2%6 (2 x 3)Same assembly station count on this planning module; the difference is circulation and stored depth, not capacity.
60x120+800 sq ft+12.5%6 (2 x 3)Same assembly station count on this planning module; the difference is circulation and stored depth, not capacity.
80x100+1,600 sq ft+25%9 (3 x 3)+3 assembly stations on the same planning module.
60x80−1,600 sq ft−25%6 (3 x 2)Same assembly station count on this planning module; the difference is circulation and stored depth, not capacity.

Areas are arithmetic on two stored size records; assembly station counts use this platform's 24 by 30 foot planning module and are not a capacity statement.

Because this footprint is planned as a clear-span floor organised around a line of stations that a product or unit moves through, the useful next reads are different from the ones a differently shaped clear-span steel building suggests: assembly line layout, process-flow floor planning, column-free production floor.

Visualization

Reading the 80x80 footprint as a clear-span steel building

80′ length80′ width6,400 sq ft
80x80 footprint plan, drawn from the stored dimensional record
12′ eave22′ ridge3:12 pitch · 80′ clear span
Gable cross section at a 14-foot eave and 3:12 pitch, computing to a 24-foot ridge

FAQ

Questions about 80x80 clear-span steel building projects

The footprint holds 6 assembly stations — 3 across by 2 deep — and leaves 10 feet of depth for a buffer at the end of the line where finished units wait without blocking the next station's output. Those counts use a 24 by 30 foot planning module with 10 feet allowed for circulation, so a different module changes the answer.

Reserving 10 ft across the 80 ft dimension for movement leaves 70 ft of working width, which takes 2 assembly stations at 24 ft. Along 80 ft it takes 2 runs at 30 ft. That is 4 positions out of 6,400 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on does the line of stations run in one direction end to end, or does something have to be carried backward against the flow. These are planning figures computed from the footprint, not a quoted layout.

A 4-inch slab across 6,400 square feet computes to 79 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.

Every turn is a point where product can move backward relative to the rest of the line, so a straight run end to end is worth protecting even if it costs a longer building.

4,480 square feet of wall and 6,597 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

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.
  • Assembly station fit: Counts, leftover strips and per-module areas are computed from the stored 80x80 record against this platform's 24 by 30 foot planning module for the clear-span steel building category, with 10 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 80-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.

80′ length80′ width6,400 sq ft
Computed from stored dimensions
Footprint plan — 80′ × 80′, drawn to the stored dimensions.Platform calculation
Front third2,133 sq ftCenter third2,133 sq ftRear third2,133 sq ft80′ × 80′ 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

Compare 80x80 clear-span steel building configurations

Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.

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