Building Types
36x40 Steel Office Building
- Width
- 36 ft
- Length
- 40 ft
- Floor area
- 1,440 sq ft
- Perimeter
- 152 ft

Example
Example Configuration

Quick dimensions
At a Glance
Width
36 ft across the gable end.
Length
40 ft along the sidewall.
Floor area
1,440 sq ft of clear floor.
Eave height
14 ft at the sidewall on the stored profile.
Use
How a 36×40 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
Configuration summary
| Building type | Steel Office Building |
|---|---|
| Footprint | 36 ft × 40 ft |
| Floor area | 1,440 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.
Access
Doors & Access Considerations
Opening width
Across a 36 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 Steel Office Building
36′ × 20′
720 sq ft
36′ × 60′
2,160 sq ft
26′ × 40′
1,040 sq ft
Related
Related Building Types
Example configuration — for planning purposes only.
FAQ
Common Questions
36 ft × 40 ft is 1,440 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 36x40 steel office building planned as an office of individual rooms, planned around privacy and corridors
This page is ordered around arrival, because in a client-facing office the first thirty seconds after the door decide how the rest of the plan has to work.
The footprint holds 6 private offices — 3 across by 2 deep — and the remaining 7 feet is marginal: there is no support core, so shared functions sit in the corridor and every use of them is heard through two doors.
Efficiency is the useful number here: 240 square feet of enclosed floor per private office, against a 143-square-foot module. That is generous — the footprint is doing more than hold modules. What the building holds in its busiest week is the honest brief; the rest of the year is slack.
A 36 by 40 footprint is a near-square plan: 1,440 sq ft enclosed by 152 ft of wall, at a 1.1:1 length-to-width proportion. Along its 40 ft dimension it takes 3 runs of private offices at 13 ft, leaving 1 ft over — the 1 ft is where the argument about this size actually happens. A cellular plan trades floor for privacy, and the trade is measured in corridor. The planning question is the ratio: rooms deep enough to work in, off a corridor short enough not to consume the floor. Restroom provision follows the adopted requirements for the jurisdiction.
This footprint is planned as an office of individual rooms, planned around privacy and corridors. At 1.11:1 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 38 by 38 instead, the same 1,440 sq ft would stand 2 private offices 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 scale the building is usually operated by one or two people who know where everything is, so the plan can be loose and the doors matter more than the divisions. Occupants stay in their rooms and meet in shared ones. Confidentiality is often the reason for the plan, which makes acoustic separation a requirement rather than a comfort. Circulation that is legible to a first-time visitor reduces the signage the building needs forever.
Areas, perimeter, roof area, ridge height, slab volume and the private office counts on this page are computed from the stored 36x40 record and this platform's planning module for the steel office building category.
Openings
Openings for 3 private offices across
One opening per position works on this gable: 3 across 36 feet, with 3 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. Depth is bought cheaply and width expensively, which is why this proportion tends to be argued about before anything else.
One entrance, with the corridor legible from it — a cellular plan that cannot be navigated by a visitor needs signage forever.
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 an office of individual rooms, planned around privacy and corridors
The work pattern this floor could equally be planned around is an open working floor with enclosed space for the work that needs it: there are no focus rooms, so calls happen at desks and the open floor's noise becomes its defining feature. Dividing the 1,440 sq ft by the 11 by 13 ft private office gives roughly 6 positions before circulation is deducted a second time for cross movement. Whether the plan keeps 6 or drops to 3 comes back to the question this footprint is really answering: how much of this floor becomes corridor once every room needs its own door?
There is no end zone at this footprint. 7 feet is circulation slack, not floor area with a purpose, and there is no support core, so shared functions sit in the corridor and every use of them is heard through two doors. Plan the exit as carefully as the entrance; buildings are emptied under more time pressure than they are filled.
The 3 feet of spare width runs the whole 40-foot length — 120 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another private office. Interior divisions are the last decision that should be fixed, because they are the first one that usually changes.
At 1.11:1 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 38 by 38 instead, the same 1,440 sq ft would stand 2 private offices 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 scale the building is usually operated by one or two people who know where everything is, so the plan can be loose and the doors matter more than the divisions. Occupants stay in their rooms and meet in shared ones. Confidentiality is often the reason for the plan, which makes acoustic separation a requirement rather than a comfort. Circulation that is legible to a first-time visitor reduces the signage the building needs forever. That movement pattern, not the 1,440-square-foot total, is what decides whether the leftover 7 feet is useful here.
Configurations
Configuring 6 private offices at 36x40
At 20-foot nominal bays the structure works with the layout instead of against it: one private office per bay line, walls free of awkward half-positions. Utilities entering on the wrong elevation quietly rewrite the interior layout.
Depth here creates a hierarchy: 2 rows means front positions get used and rear positions get filled. Deciding which is which up front is what keeps 36x40 workable. Insulating later is possible; framing for insulation later is much harder.
Extension is cheapest along the 40 ft dimension, where each added bay repeats work already framed; widening past 36 ft is a different frame rather than a longer one. Growing to 36 by 53 adds a 4th run of private offices — useful if the constraint is private offices rather than the 1 ft already spare at the far end.
Configured as an office of individual rooms, planned around privacy and corridors, 36x40 is judged on whether the 6 private offices it holds match the operation, and on whether the 3 feet of spare width leaves the route this mode depends on.
- Does the work need two parked lanes with a walking gap between them, or one lane and a deep work zone, or does it need a second lane that this 36-foot span cannot give?
- Is the 40-foot length being bought for depth, or for the repeated bays — three or four repeated frame bays, which sets a clear grain for partitions and rack lines?
- 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?
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.
Usable area
How the 1,440 square feet divides at 36x40
Computed private office fit for a 36x40 steel office building
| Measure | Computed at this footprint |
|---|---|
| Private offices across the 36-foot width | 3 at a 11-foot module |
| Leftover width | 3 ft (120 sq ft as a full-length strip) |
| Rows along the 40-foot length | 2 at a 13-foot module after 7 ft of circulation |
| Leftover depth | 7 ft (252 sq ft across the width) |
| Total private offices | 6 |
| Share of floor committed | 60% |
Module footprint used here is 11 by 13 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 40-foot length — planning model, not survey data
| Zone | Length along the building | Computed area |
|---|---|---|
| Primary operating area | 24 ft | 864 sq ft |
| Customer or staff area | 8.8 ft | 317 sq ft |
| Back of house and utility | 7.2 ft | 259 sq ft |
Shares applied to the stored 40-foot length; areas computed against the 36-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.
Height
Interior height for a 36x40 steel office building
Span drives headroom at 36x40: 36 feet of width on a 3:12 pitch puts 18.5 feet over the middle and 14 feet at the walls, so where a tall item stands matters as much as how tall it is. Long spans buy flexibility that is only worth paying for if the operation actually changes shape.
Height on a 36 ft span is a separate decision from the 40 ft length, and it is the span that sets the frame's behavior. Raising the eave over 1,440 sq ft affects every bay along the 40 ft dimension, so the test is whether cellular office plan genuinely needs the extra clear height or only the floor area.
Conditioned all day, every working day, so envelope performance is the largest running-cost lever in the building.
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 steel office building
| Footprint | Floor area | Private offices |
|---|---|---|
| 12x20 | 240 sq ft | 1 (1 x 1) |
| 12x24 | 288 sq ft | 1 (1 x 1) |
| 16x20 | 320 sq ft | 1 (1 x 1) |
| 12x30 | 360 sq ft | 1 (1 x 1) |
| 16x24 | 384 sq ft | 1 (1 x 1) |
Areas computed from each stored size record; private office counts computed with the same 11 by 13 foot planning module.
- 12x20 moves the count from 6 to 1 private offices (1 across by 1 deep), which is the reason to choose between them.
- 12x24 moves the count from 6 to 1 private offices (1 across by 1 deep), which is the reason to choose between them.
- 16x20 moves the count from 6 to 1 private offices (1 across by 1 deep), which is the reason to choose between them.
Nearby footprints read for a steel office building: exact change in area and in planning private offices
| Footprint | Area Δ | % Δ | Private offices at that footprint | What changes for this use |
|---|---|---|---|---|
| 30x50 | +60 sq ft | +4.2% | 6 (2 x 3) | Same private office count on this planning module; the difference is circulation and stored depth, not capacity. |
| 40x40 | +160 sq ft | +11.1% | 6 (3 x 2) | Same private office count on this planning module; the difference is circulation and stored depth, not capacity. |
| 32x40 | −160 sq ft | −11.1% | 4 (2 x 2) | −2 private offices on the same planning module. |
| 36x48 | +288 sq ft | +20% | 9 (3 x 3) | +3 private offices on the same planning module. |
Areas are arithmetic on two stored size records; private office counts use this platform's 11 by 13 foot planning module and are not a capacity statement.
Because this footprint is planned as an office of individual rooms, planned around privacy and corridors, the useful next reads are different from the ones a differently shaped steel office building suggests: cellular office plan, corridor efficiency, acoustic separation.
Visualization
Reading the 36x40 footprint as a steel office building
FAQ
Questions about 36x40 steel office building projects
A 4-inch slab across 1,440 square feet computes to 17.8 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.
Reserving 7 ft across the 36 ft dimension for movement leaves 29 ft of working width, which takes 2 private offices at 11 ft. Along 40 ft it takes 3 runs at 13 ft. That is 6 positions out of 1,440 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on how much of this floor becomes corridor once every room needs its own door. These are planning figures computed from the footprint, not a quoted layout.
2,128 square feet of wall and 1,484 square feet of roof at a 3:12 pitch — the roof exceeding the floor by 3%.
Whatever the corridor takes. A double-loaded corridor recovers most of it; a single-loaded one does not, and that is a depth decision.
The width leaves 3 feet spare after 3 private offices. 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
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.
- Private office fit: Counts, leftover strips and per-module areas are computed from the stored 36x40 record against this platform's 11 by 13 foot planning module for the steel office building category, with 7 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 40-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 36x40
The estimate at 36x40 moves with four computed quantities: 1,440 square feet of floor, 152 feet of perimeter, 2,128 square feet of wall and 1,484 square feet of roof. Everything else is site and specification. Height is the dimension people regret; it cannot be added later without rebuilding the frame line.
Partitions, doors, acoustic treatment and separate services per room make this the most expensive fit-out per square foot of the office types.
- 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
Drawn to scale
Plans and dimensions
Every drawing below is generated from the exact dimensions for this building, so proportions and areas are accurate.
Continue your research
Related planning topics
Background reading on the questions this page raises. None of these pages sells anything.
Compare 36x40 steel office building configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.




