Skip to content
Find Steel Buildings

Building Types

60x100 Steel Aircraft Hangar

Width
60 ft
Length
100 ft
Floor area
6,000 sq ft
Perimeter
320 ft
60x100 Steel Aircraft Hangar example configuration
Example configuration — for planning purposes only.
Last updated Aug 27, 2026Reviewed under the Find Steel Buildings editorial standards

Get Quotes for a 60×100 Aircraft Hangar

Aircraft Hangar60′ × 100′ ✓
Continue

Use

How a 60×100 Aircraft Hangar May Be Used

  • Door span

    The clear door opening, not the footprint, is usually the governing dimension.

  • Tail height

    Required clearance is set by the aircraft, and it drives eave and door height.

  • Maintenance area

    Working space around the aircraft is planned separately from the parking envelope.

  • Apron access

    Approach and taxi access affect where the opening is placed.

Example

Example Configuration

Example configuration of a 60 by 100 foot aircraft hangar
Aircraft Hangar shown as an example configuration — for planning purposes only. Doors, colors and openings are specified for the actual project.

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

100′ length60′ width6,000 sq ft
Footprint drawn to the stated dimensions.Platform calculation

Configuration summary

Building typeAircraft Hangar
Footprint60 ft × 100 ft
Floor area6,000 sq ft
Eave height18 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 is commonly the governing dimension here, because clearance for the tallest item sets the door and the wall.

  • 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 Aircraft Hangar

Related

Related Building Types

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.

Overview

A 60x100 aircraft hangar planned as a shared hangar nesting several aircraft belonging to different owners

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

The footprint holds 2 nested aircraft positions — 1 across by 2 deep — and the remaining 6 feet is marginal: there is no rotation lane, so retrieving an aircraft parked toward the back means moving one or more others out of the way first.

Commitment first: 48% of the 6,000 square feet goes to nested aircraft positions at 1440 square feet each, and 2,760 square feet survives as edge strip. A footprint is worth its own decision when that split lands where the work does. Ground conditions and drainage decide the floor before the frame does.

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 2 runs of nested aircraft positions at 40 ft, leaving 20 ft over — the 20 ft is where the argument about this size actually happens. Taken purely as arithmetic, 60 by 100 gives 1 nested aircraft positions across the 60 ft dimension once 14 ft is reserved for movement, and 2 deep along the 100 ft dimension. Run as a a shared hangar nesting several aircraft belonging to different owners, 10 ft across is below the 12 ft this use needs to be worth planning, so there is no rotation lane, so retrieving an aircraft parked toward the back means moving one or more others out of the way first Extended maintenance work needs a defined place for removed components and documentation that is separate from the aircraft's own floor space.

At 60x100 the operating question is a specific one: can any single aircraft be moved without first moving somebody else's? That is a different question from the one a aircraft hangar of another shape has to answer, and it is why this footprint is planned as a shared hangar nesting several aircraft belonging to different owners rather than as generic covered area.

Planning assumptionPlatform calculation

Areas, perimeter, roof area, ridge height, slab volume and the nested aircraft position counts on this page are computed from the stored 60x100 record and this platform's planning module for the aircraft hangar category.

Openings

Openings for 1 nested aircraft position across

Openings are the pinch point here. With 24 feet of spare width the gable cannot host 1 separate doors, so access is either shared or moved to the 100-foot sidewall. Plan the exit as carefully as the entrance; buildings are emptied under more time pressure than they are filled.

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 shared aircraft hangar layout or nested hangar positions should be the first thing reached from the door.

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.

Footprint arithmetic

The 60x100 footprint measured for a aircraft hangar

Computed dimensional profile of a 60x100 aircraft hangar

MeasureComputed at this footprint
Floor area6,000 sq ft
Interior after a 2 ft wall strip56 × 96 ft (5,376 sq ft)
Proportion1.7 to 1
Perimeter320 ft (53.3 ft per 1,000 sq ft of floor)
Wall carried against a square of the same area+3%
Enclosed volume130,500 cu ft at a 18 ft eave and 25.5 ft ridge
Roof plane against floor6,185 sq ft (+3%)
Nested aircraft positions planned1 across × 2 deep = 2
Circulation and margin52% of the footprint
Widest clear opening planned52 ft on the 60 ft gable, 6 ft in a sidewall bay
Bay division10 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.

The gable clears roughly 52 ft after corner framing: one opening, not two. The 100-ft sidewall takes up to 2 openings with piers between, which is where a second entry belongs.

The 60-ft span holds 1 nested aircraft positions plus 24 ft — most of another position. With 2 ranks behind each other the width sets retrieval order: what goes in first comes out last.

Nothing lands in the middle of a 60-ft clear width. The 2 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.

The 24 ft left across the width is most of another nested aircraft position without being one. Given a purpose it becomes a rotation lane wide enough that any one aircraft can be moved without repositioning the others first; left undefined it becomes the strip everything ends up in.

18 ft carries a genuine second level: 18 ft deep across the 60-ft width is 1,080 sq ft more floor. The stair comes out of the 24 ft of spare width rather than out of the working floor.

How the 100-foot run can be divided

BaysSpacingDivisionWhat it means for the plan
1010 ftExact100 divides exactly by 10, so the frame line, the sidewall openings and any interior division can all land on the same grid.
520 ftExact100 divides exactly by 20, so the frame line, the sidewall openings and any interior division can all land on the same grid.
425 ftExact100 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.

Allocation

Dividing the floor for a shared hangar nesting several aircraft belonging to different owners

The operation this hangar floor could equally be run as is a private hangar built around one owner's aircraft and personal storage: there is no side bay, so personal storage lines the same walls the aircraft has to clear on its way in and out. Positions are arranged so that at least a subset can be reached and moved without repositioning the others, commonly by keeping outer positions independently accessible and accepting that inner positions depend on their neighbours' schedules.

Treating the last 6 feet as a room is the recurring planning error at 60x100: there is no rotation lane, so retrieving an aircraft parked toward the back means moving one or more others out of the way first. Neighbouring buildings, setbacks and the approach road often decide the orientation before the plan does.

The 24 feet of spare width runs the whole 100-foot length — 2,400 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another nested aircraft position. The plan should survive the day the largest item the operation owns has to come inside.

Spent as a square 77 by 77 instead, the same 6,000 sq ft would stand 1 nested aircraft 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. Compared with a 60 by 80 of the same width, the extra depth here adds run rather than reach: it buys about 2 nested aircraft positions 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. Each owner's visit is independent of the others in timing but not always in sequence, so the building's real capacity is measured in how many positions can move freely, not merely how many aircraft fit. Office, crew or administrative functions attached to a hangar are best consolidated into one enclosed wing rather than distributed across corners of the clear floor. That movement pattern, not the 6,000-square-foot total, is what decides whether the leftover 6 feet is useful here.

Aircraft parking area70 × 60 ft · 4,200 sq ftMaintenance and equipment space20 × 60 ft · 1,200 sq ftOffice, parts and utility10 × 60 ft · 600 sq ft100 ft overall length
aircraft and maintenance allocation allocation across the 100-foot length

Configurations

Configuring 2 nested aircraft positions at 60x100

Nominal bay division computes to 4 bays at about 25 feet, narrower than the 36-foot module — so frame lines land inside positions and the interior has to be set out from the columns. A leftover strip earns its place only when something is deliberately put in it; otherwise it is circulation with a nicer name.

Two-plus rows change the access question entirely. Every rear position at 60x100 needs either its own opening or an aisle, and 24 feet of spare width is what that aisle has to come from. The corner nobody plans for is the one that fills first, which is an argument for planning it.

Growth by adding positions works only if the rotation lane is extended with them; adding positions without extending the lane increases the count of aircraft that depend on their neighbours.

Configured as a shared hangar nesting several aircraft belonging to different owners, 60x100 is judged on whether the 2 nested aircraft positions it holds match the operation, and on whether the 24 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?
  • Which aircraft dimension governs — wingspan at the opening or tail height?
  • Which door system suits the operation, and has the end frame been designed for it?
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 60x100 aircraft hangar

The stored configuration carries a 18-foot eave and computes to 25.5 feet at the ridge on a 3:12 pitch — a 7.5-foot rise across 60 feet. Height is therefore not uniform, and the sidewall is the constraint. What the building holds in its busiest week is the honest brief; the rest of the year is slack.

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 shared aircraft hangar 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.

Usable area

How the 6,000 square feet divides at 60x100

Computed nested aircraft position fit for a 60x100 aircraft hangar

MeasureComputed at this footprint
Nested aircraft positions across the 60-foot width1 at a 36-foot module
Leftover width24 ft (2,400 sq ft as a full-length strip)
Rows along the 100-foot length2 at a 40-foot module after 14 ft of circulation
Leftover depth6 ft (360 sq ft across the width)
Total nested aircraft positions2
Share of floor committed48%

Module footprint used here is 36 by 40 feet, this platform's planning module for a aircraft hangar. It is not a code minimum or an engineered clearance.

Example allocation of the 100-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Aircraft parking area70 ft4,200 sq ft
Maintenance and equipment space20 ft1,200 sq ft
Office, parts and utility10 ft600 sq ft

Shares applied to the stored 100-foot length; areas computed against the 60-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 aircraft hangar

FootprintFloor areaNested aircraft positions
30x802,400 sq ft0 (0 x 1)
40x602,400 sq ft1 (1 x 1)
50x502,500 sq ft0 (1 x 0)
40x702,800 sq ft1 (1 x 1)
30x1003,000 sq ft0 (0 x 2)

Areas computed from each stored size record; nested aircraft position counts computed with the same 36 by 40 foot planning module.

  • 30x80 moves the count from 2 to 0 nested aircraft positions (0 across by 1 deep), which is the reason to choose between them.
  • 40x60 moves the count from 2 to 1 nested aircraft positions (1 across by 1 deep), which is the reason to choose between them.
  • 50x50 moves the count from 2 to 0 nested aircraft positions (1 across by 0 deep), which is the reason to choose between them.

Nearby footprints read for a aircraft hangar: exact change in area and in planning nested aircraft positions

FootprintArea Δ% ΔNested aircraft positions at that footprintWhat changes for this use
80x80+400 sq ft+6.7%2 (2 x 1)Same nested aircraft position count on this planning module; the difference is circulation and stored depth, not capacity.
50x100−1,000 sq ft−16.7%2 (1 x 2)Same nested aircraft position count on this planning module; the difference is circulation and stored depth, not capacity.
60x120+1,200 sq ft+20%2 (1 x 2)Same nested aircraft position count on this planning module; the difference is circulation and stored depth, not capacity.
60x80−1,200 sq ft−20%1 (1 x 1)−1 nested aircraft position on the same planning module.

Areas are arithmetic on two stored size records; nested aircraft position counts use this platform's 36 by 40 foot planning module and are not a capacity statement.

Because this footprint is planned as a shared hangar nesting several aircraft belonging to different owners, the useful next reads are different from the ones a differently shaped aircraft hangar suggests: shared aircraft hangar layout, nested hangar positions, hangar rotation lane.

Visualization

Reading the 60x100 footprint as a aircraft hangar

100′ length60′ width6,000 sq ft
60x100 footprint plan, drawn from the stored dimensional record
18′ eave25.5′ ridge3:12 pitch · 60′ clear span
Gable cross section at a 18-foot eave and 3:12 pitch, computing to a 25.5-foot ridge

FAQ

Questions about 60x100 aircraft hangar 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, 1 by 2 nested aircraft positions occupy 2,880 sq ft and roughly 52% 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 — 1 module-width opening. The 100-ft sidewall takes up to 2 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 14 ft across the 60 ft dimension for movement leaves 46 ft of working width, which takes 1 nested aircraft positions at 36 ft. Along 100 ft it takes 2 runs at 40 ft. That is 2 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 can any single aircraft be moved without first moving somebody else's. 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%.

Only the positions intended for that aircraft type; sizing every position for the largest aircraft wastes floor on smaller ones.

The width leaves 24 feet spare after 1 nested aircraft position. 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

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.
  • Nested aircraft position fit: Counts, leftover strips and per-module areas are computed from the stored 60x100 record against this platform's 36 by 40 foot planning module for the aircraft hangar 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 aircraft storage and maintenance and are applied arithmetically to the stored 100-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.

Cost drivers

Quantities that move the estimate at 60x100

Quantities, not prices, are publishable here: roof cladding runs 6,185 square feet — 3% above the 6,000-square-foot floor at a 3:12 pitch — with 111.1 cubic yards of nominal slab beneath it. Interior divisions are the last decision that should be fixed, because they are the first one that usually changes.

Floor marking, a defined circulation lane and towing equipment shared among owners are the distinguishing costs against a single-owner hangar of similar total area.

  • the door system type, which drives the end-frame design
  • the clear opening width and height the aircraft requires
  • the eave height the door opening forces across the frame
  • the apron outside the opening
Why we don't quote thisWe do not state 60x100 aircraft hangar 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.

Drawn to scale

Plans and dimensions

Every drawing below is generated from the exact dimensions for this building, so proportions and areas are accurate.

Front third2,000 sq ftCenter third2,000 sq ftRear third2,000 sq ft60′ × 100′ 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

Continue your research

Related planning topics

Background reading on the questions this page raises. None of these pages sells anything.

Compare 60x100 aircraft hangar configurations

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

Get a Quote