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60x100 Steel Storage Building

Width
60 ft
Length
100 ft
Floor area
6,000 sq ft
Perimeter
320 ft
Concept visualization of a steel storage building at a representative 40 by 60 foot size; not a real project.
Example Configuration
steel storage building concept visualization at a representative 40x60 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 60 by 100 foot storage building
Storage Building shown as an example configuration — for planning purposes only. Doors, colors and openings are specified for the actual project.

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Storage Building ✓60′ × 100′ ✓
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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.

Use

How a 60×100 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

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

Steel buildings configured for personal, RV, boat or self-storage use.

Configuration summary

Building typeStorage Building
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 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 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 Storage Building

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.

Compare nearby sizes

Related footprints for this building type

Each page works through one footprint for one building type.

Overview

A 60x100 storage building planned as a store holding machines and their attachments as one inventory

This page is ordered around the corridor, because interior units are bought with unlettable floor and the width decides whether that purchase was worth making.

The footprint holds 12 machine positions — 4 across by 3 deep — and the remaining 10 feet is marginal: the remainder cannot hold racked attachments, so implements are set down wherever there is floor and changeovers happen outside.

Read this footprint through its span. 60 feet across is the fixed constraint; 100 feet of length is the negotiable one, and at 1.67 to 1 the building is long for its width, so movement runs front to back. Cleaning, maintenance and inspection all need reach, and reach is planned in the gaps rather than in the modules.

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 4 runs of machine positions at 24 ft, leaving 4 ft over — the 4 ft is where the argument about this size actually happens. Taken purely as arithmetic, 60 by 100 gives 3 machine positions across the 60 ft dimension once 18 ft is reserved for movement, and 4 deep along the 100 ft dimension. Run as a a store holding machines and their attachments as one inventory, 0 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 An enclosed store protects capital that is standing still, which is a different job from housing capital that is working.

At 60x100 the operating question is a specific one: is this a store for machines, or for machines and the attachments that make them useful? That is a different question from the one a storage building of another shape has to answer, and it is why this footprint is planned as a store holding machines and their attachments as one inventory rather than as generic covered area.

Planning assumptionPlatform calculation

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

Usable area

How the 6,000 square feet divides at 60x100

Computed machine position fit for a 60x100 storage building

MeasureComputed at this footprint
Machine positions across the 60-foot width4 at a 14-foot module
Leftover width4 ft (400 sq ft as a full-length strip)
Rows along the 100-foot length3 at a 24-foot module after 18 ft of circulation
Leftover depth10 ft (600 sq ft across the width)
Total machine positions12
Share of floor committed67%

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 100-foot length — planning model, not survey data

ZoneLength along the buildingComputed area
Storage or unit area68 ft4,080 sq ft
Aisles and access24 ft1,440 sq ft
Office and utility8 ft480 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.

Footprint arithmetic

The 60x100 footprint measured for a storage building

Computed dimensional profile of a 60x100 storage building

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%)
Machine positions planned4 across × 3 deep = 12
Circulation and margin33% 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.

Nothing lands in the middle of a 60-ft clear width. The 3 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.

4 machine positions fit the 60-ft span with 4 ft to spare. With 3 ranks behind each other the width sets retrieval order: what goes in first comes out last.

18 ft carries a genuine second level: 18 ft deep across the 60-ft width is 1,080 sq ft more floor. With 4 ft spare across the width, the stair has somewhere to go without taking a machine position position.

3 ranks of 24 ft fit the 100-ft run with 18 ft of circulation each. 6,000 sq ft needs a stated route through it; without one the middle silts up.

The 60-ft gable clears about 52 ft after corner framing — 3 module-width openings abreast. Behind 3 ranks a single end opening makes the back rank captive; a sidewall door at 6 ft clear fixes that.

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.

Configurations

Configuring 12 machine positions at 60x100

At 25-foot nominal bays the structure works with the layout instead of against it: one machine position per bay line, walls free of awkward half-positions. Temperature swing on a steel shell drives condensation decisions that outrank most layout preferences.

Two-plus rows change the access question entirely. Every rear position at 60x100 needs either its own opening or an aisle, and 4 feet of spare width is what that aisle has to come from. The count of working positions, not the headline area, is the figure that survives contact with the operation.

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, 60x100 is judged on whether the 12 machine positions it holds match the operation, and on whether the 4 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?
  • 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?
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.

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.

Treating the last 10 feet as a room is the recurring planning error at 60x100: the remainder cannot hold racked attachments, so implements are set down wherever there is floor and changeovers happen outside. A building that cannot be reversed out of is a building that gets used in one direction only.

The 4 feet of spare width runs the whole 100-foot length — 400 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another machine position. Noise from this floor reaches the office, the neighbours and the yard, and separation is a plan decision.

Spent as a square 77 by 77 instead, the same 6,000 sq ft would stand 4 machine positions across rather than 3, 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 4 machine 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. 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. Machine dimensions, turning circles and transport heights come from the equipment manufacturer's data for each specific machine. That movement pattern, not the 6,000-square-foot total, is what decides whether the leftover 10 feet is useful here.

Storage or unit area68 × 60 ft · 4,080 sq ftAisles and access24 × 60 ft · 1,440 sq ftOffice and utility8 × 60 ft · 480 sq ft100 ft overall length
storage and aisle allocation allocation across the 100-foot length

Openings

Openings for 4 machine positions across

One opening per position works on this gable: 4 across 60 feet, with 4 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. Set the openings before the interior, because the openings cannot move and the interior can.

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 attachment rack planning or implement changeover space should be the first thing reached from the door.

Handled at the door with a trolley or a machine, which is why door-level access is worth deciding before ordering.

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.

Height

Interior height for a 60x100 storage building

Across a 60-foot span the 3:12 pitch adds 7.5 feet between eave and ridge. The centreline measures 25.5 feet; anything parked or stacked near a wall lives with the 18-foot eave. Access, not area, is what makes a plan feel small once it is in use.

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 attachment rack planning genuinely needs the extra clear height or only the floor area.

Ventilation across 6,000 square feet at this height: an enclosed building holding goods that arrive damp needs air movement to avoid condensation problems in storage.

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.

Comparison

What changes at adjacent footprints

Computed comparison of nearby footprints for a storage building

FootprintFloor areaMachine positions
30x802,400 sq ft4 (2 x 2)
40x602,400 sq ft3 (3 x 1)
50x502,500 sq ft0 (3 x 0)
40x702,800 sq ft2 (2 x 1)
30x1003,000 sq ft8 (2 x 4)

Areas computed from each stored size record; machine position counts computed with the same 14 by 24 foot planning module.

  • 30x80 moves the count from 12 to 4 machine positions (2 across by 2 deep), which is the reason to choose between them.
  • 40x60 moves the count from 12 to 3 machine positions (3 across by 1 deep), which is the reason to choose between them.
  • 50x50 moves the count from 12 to 0 machine positions (3 across by 0 deep), which is the reason to choose between them.

Nearby footprints read for a storage building: exact change in area and in planning machine positions

FootprintArea Δ% ΔMachine positions at that footprintWhat changes for this use
80x80+400 sq ft+6.7%5 (5 x 1)−7 machine positions on the same planning module.
50x100−1,000 sq ft−16.7%12 (4 x 3)Same machine position count on this planning module; the difference is circulation and stored depth, not capacity.
60x120+1,200 sq ft+20%9 (3 x 3)−3 machine positions on the same planning module.
60x80−1,200 sq ft−20%8 (4 x 2)−4 machine positions on the same planning module.

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 60x100 footprint as a storage building

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 storage building 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, 4 by 3 machine positions occupy 4,032 sq ft and roughly 33% 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 — 3 module-width openings. The 100-ft sidewall takes up to 5 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.

The width leaves 4 feet spare after 4 machine positions. That margin absorbs wall storage and passing room. Width is the dimension that cannot be extended later.

Reserving 18 ft across the 60 ft dimension for movement leaves 42 ft of working width, which takes 3 machine positions at 14 ft. Along 100 ft it takes 4 runs at 24 ft. That is 12 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 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.

Length here buys 3 rows and 4 nominal bays; width buys 4 positions side by side. At this aspect ratio the building is already long for its span, so extra length adds depth rather than capacity.

Indoors on level floor if the plan allows it. Changeovers need clear space in front of the rack, and treating that space as storable area is what forces the job outside in bad weather.

Length is added for more runs; height is the dimension people wish they had bought Practically, the 100-foot dimension is the one that extends; the 60-foot span is fixed once the frames are set.

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.
  • Machine position fit: Counts, leftover strips and per-module areas are computed from the stored 60x100 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 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

The estimate at 60x100 moves with four computed quantities: 6,000 square feet of floor, 320 feet of perimeter, 5,760 square feet of wall and 6,185 square feet of roof. Everything else is site and specification. Where the building sits on the site changes how much of this floor is genuinely reachable.

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
Why we don't quote thisWe do not state 60x100 storage 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.

Drawn to scale

Plans and dimensions

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

100′ length60′ width6,000 sq ft
Computed from stored dimensions
Footprint plan — 60′ × 100′, drawn to the stored dimensions.Platform calculation
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 storage building configurations

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

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