SCLCO — Hangar Configurator

Configure your steel hangar below — the 3D model updates live. When you're done, send your design to SCLCO to receive your custom technical and financial quotation.

1Land

2Size

3Frame

4Cladding

5Openings

6Site

01Land Plot

Enter the dimensions of your land plot first. All other steps unlock once the land size is defined.

Land width m

Land length m

Land width must be between 10 and 500 m.

Land length must be between 12 and 500 m.

Minimum 10 × 12 m. The hangar is placed on this plot and cannot exceed it.

02Hangar Dimensions

Width (span)m

Lengthm

Eave height (clear)m

Roof type

Roof slope%

Sliders are limited by your land size. Columns and rafters render live in the viewer.

03Structure

Bay spacing

Crane-ready frameHeavier sections + corbels for overhead crane

Overhead crane systemRunway beams, corbels & bridge crane

Canopy (front, 4 m)Extended roof canopy over the main doors

Concrete stem wallm

Concrete plinth on the column line — 0 = none. Automatically capped at half the eave height.

Primary structure color

Secondary structure color

Wind bracing and column base plates are added automatically in the end bays.

04Cladding & Colors

Wall panels

Roof panels

Sheeting orientation

Color scheme

Wall colorRAL 9010

Roof colorRAL 7037

05Doors & Openings

Click any wall in the 3D view to place an opening with the tools above the model — or use the quick-add buttons below. Click an existing opening to move, resize, copy or delete it.

Placement tool

Gate type (all gates)

Doors openOpen the gates to see the interior

Gate & door colorRAL 7040

Window frame colorRAL 6003

Roof skylights%

Percentage of roof area in translucent polycarbonate panels.

06Extras & Site

Gutters & downpipes

Ridge ventilation

Flashing & trim colorRAL 6003

Project location

Helps our team plan delivery to your site.

Design mode

Building enclosure

Wind speedm/s

Exposure

Collateral loadkPa

Steel grade

LAND—

AREA800 m² footprint

RIDGE7.8 m

Internal Engineering Preview

Steel

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Intensity

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Wind q

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Base Reaction

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Deflection

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Recommended

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Preliminary engine: loads, options, reactions and member checks are for internal estimating and must be calibrated against STAAD/MBS cases.

FRONT

BACK

RIGHT

LEFT

TOP

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