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60x100 Steel Office Building

Width
60 ft
Length
100 ft
Floor area
6,000 sq ft
Perimeter
320 ft
Concept visualization of a steel office building at a representative 55 by 95 foot size; not a real project.
Example Configuration
steel office building concept visualization at a representative 55x95 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 steel office building
Steel Office Building shown as an example configuration — for planning purposes only. Doors, colors and openings are specified for the actual project.

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Steel Office 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 Steel Office Building May Be Used

  • Customer-facing area

    Frontage, entry placement and glazing are planned with local requirements in mind.

  • Back-of-house

    Storage and staff areas are commonly separated from the public floor.

  • Parking and approach

    Site circulation often has more effect on the layout than the building itself.

  • Future fit-out

    Clear-span interiors leave partition placement to the fit-out stage.

Configuration

How This Building Is Configured

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

Configuration summary

Building typeSteel Office 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.

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 steel office building planned as an open working floor with enclosed space for the work that needs it

This page is ordered around the enclosed space that supports the open floor, because focus and call rooms are what make open desking usable and are the first thing cut.

The footprint holds 20 team zones — 4 across by 5 deep — and leaves 11 feet of depth for focus and call rooms at the floor's edge, so concentrated work has somewhere to go without booking a meeting room.

Efficiency is the useful number here: 300 square feet of enclosed floor per team zone, against a 224-square-foot module. That leaves working slack around each position. Plan the exit as carefully as the entrance; buildings are emptied under more time pressure than they are filled.

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 6 runs of team zones at 16 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 team zones across the 60 ft dimension once 9 ft is reserved for movement, and 6 deep along the 100 ft dimension. Run as a an open working floor with enclosed space for the work that needs it, 9 ft across is below the 10 ft this use needs to be worth planning, so there are no focus rooms, so calls happen at desks and the open floor's noise becomes its defining feature Occupant load, egress and accessibility are determined for the specific project by the design professional and the authority having jurisdiction.

At 60x100 the operating question is a specific one: where does someone go to concentrate, and where do they go to take a call? That is a different question from the one a steel office building of another shape has to answer, and it is why this footprint is planned as an open working floor with enclosed space for the work that needs it rather than as generic covered area.

Planning assumptionPlatform calculation

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

Allocation

Dividing the floor for an open working floor with enclosed space for the work that needs it

The work pattern this floor could equally be planned around is office space attached to a working or storage area in one building: there is no transition zone, so the working side's dirt, noise and traffic arrive in the office through a single door. Open desking in the centre with enclosed rooms on the perimeter, keeping daylight shared rather than walled into offices.

The 11-foot leftover depth is 660 square feet across the full width — deep enough to plan deliberately, and at this footprint it goes to focus and call rooms at the floor's edge, so concentrated work has somewhere to go without booking a meeting room. Interior divisions are the last decision that should be fixed, because they are the first one that usually changes.

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 team zone. Utilities entering on the wrong elevation quietly rewrite the interior layout.

Spent as a square 77 by 77 instead, the same 6,000 sq ft would stand 4 team zones 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 6 team zones 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 floor is occupied all day at varying densities, so circulation and acoustic separation matter more than desk count. Storage disappears from office plans and reappears as clutter on the floor. That movement pattern, not the 6,000-square-foot total, is what decides whether the leftover 11 feet is useful here.

Primary operating area60 × 60 ft · 3,600 sq ftCustomer or staff area22 × 60 ft · 1,320 sq ftBack of house and utility18 × 60 ft · 1,080 sq ft100 ft overall length
operating and support allocation allocation across the 100-foot length

Usable area

How the 6,000 square feet divides at 60x100

Computed team zone fit for a 60x100 steel office building

MeasureComputed at this footprint
Team zones 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 length5 at a 16-foot module after 9 ft of circulation
Leftover depth11 ft (660 sq ft across the width)
Total team zones20
Share of floor committed75%

Module footprint used here is 14 by 16 feet, this platform's planning module for a steel office 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
Primary operating area60 ft3,600 sq ft
Customer or staff area22 ft1,320 sq ft
Back of house and utility18 ft1,080 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.

Configurations

Configuring 20 team zones at 60x100

Nominal bay division computes to 4 bays at about 25 feet, wider than the 14-foot module — so a position can sit inside a bay without a frame line splitting it. Insulating later is possible; framing for insulation later is much harder.

Depth here creates a hierarchy: 5 rows means front positions get used and rear positions get filled. Deciding which is which up front is what keeps 60x100 workable. Long spans buy flexibility that is only worth paying for if the operation actually changes shape.

Density increases before area does, which makes the initial provision of enclosed rooms a decision about the floor's future rather than its present.

Configured as an open working floor with enclosed space for the work that needs it, 60x100 is judged on whether the 20 team zones 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 finished ceiling height do you want, and what service zone sits above it?
  • Where does the service core go, and does the desk plan work around 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 steel office building

Span drives headroom at 60x100: 60 feet of width on a 3:12 pitch puts 25.5 feet over the middle and 18 feet at the walls, so where a tall item stands matters as much as how tall it is. Depth is bought cheaply and width expensively, which is why this proportion tends to be argued about before anything else.

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 open plan office floor genuinely needs the extra clear height or only the floor area.

Ventilation across 6,000 square feet at this height: continuous occupancy at desk density makes air handling a core system rather than an accessory.

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 4 team zones across

The 60-foot gable can carry 4 openings, one per team zone, with 4 feet of wall left for piers between and beside them — the arrangement that keeps each position independently reachable. Height is the dimension people regret; it cannot be added later without rebuilding the frame line.

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 open plan office floor or focus and call rooms 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.

Comparison

What changes at adjacent footprints

Computed comparison of nearby footprints for a steel office building

FootprintFloor areaTeam zones
30x802,400 sq ft8 (2 x 4)
40x602,400 sq ft6 (2 x 3)
50x502,500 sq ft12 (4 x 3)
40x702,800 sq ft6 (2 x 3)
30x1003,000 sq ft12 (2 x 6)

Areas computed from each stored size record; team zone counts computed with the same 14 by 16 foot planning module.

  • 30x80 moves the count from 20 to 8 team zones (2 across by 4 deep), which is the reason to choose between them.
  • 40x60 moves the count from 20 to 6 team zones (2 across by 3 deep), which is the reason to choose between them.
  • 50x50 moves the count from 20 to 12 team zones (4 across by 3 deep), which is the reason to choose between them.

Nearby footprints read for a steel office building: exact change in area and in planning team zones

FootprintArea Δ% ΔTeam zones at that footprintWhat changes for this use
80x80+400 sq ft+6.7%20 (5 x 4)Same team zone count on this planning module; the difference is circulation and stored depth, not capacity.
50x100−1,000 sq ft−16.7%28 (4 x 7)+8 team zones on the same planning module.
60x120+1,200 sq ft+20%24 (4 x 6)+4 team zones on the same planning module.
60x80−1,200 sq ft−20%16 (4 x 4)−4 team zones on the same planning module.

Areas are arithmetic on two stored size records; team zone counts use this platform's 14 by 16 foot planning module and are not a capacity statement.

Because this footprint is planned as an open working floor with enclosed space for the work that needs it, the useful next reads are different from the ones a differently shaped steel office building suggests: open plan office floor, focus and call rooms, daylight distribution.

Visualization

Reading the 60x100 footprint as a steel office 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 steel office building projects

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 9 ft across the 60 ft dimension for movement leaves 51 ft of working width, which takes 3 team zones at 14 ft. Along 100 ft it takes 6 runs at 16 ft. That is 18 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 where does someone go to concentrate, and where do they go to take a call. 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%.

It walls off daylight for the few. Placing them on the internal edge and keeping the window line open shares the daylight across the floor.

The width leaves 4 feet spare after 4 team 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

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.
  • Team zone fit: Counts, leftover strips and per-module areas are computed from the stored 60x100 record against this platform's 14 by 16 foot planning module for the steel office building category, with 9 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 commercial and customer-facing operations 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

No price appears on this page. The quantities that scale an estimate at 60x100 are 6,000 square feet of slab, 111.1 cubic yards of nominal concrete, 5,760 square feet of wall cladding and 6,185 square feet of roof cladding. A wider bay is a structural decision and a longer bay is a layout decision; the two are often confused.

Enclosed rooms, acoustics and services distribution outweigh the desking. Cutting focus rooms saves the least and costs the most in use.

  • interior partitions, ceilings and finishes across the whole floor
  • the service core with restrooms and kitchen
  • air handling for continuous occupancy
  • small-power and data distribution density
Why we don't quote thisWe do not state 60x100 steel office 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 steel office building configurations

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

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