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OVERHEAD CRANE SELECTION GUIDE
The girder count is not a badge of quality. It is a structural choice that affects bridge weight, trolley arrangement, hook height, runway reactions, maintenance access and project cost.
Double girder overhead crane with a top-running trolley in a workshop.
For a conventional workshop crane, single girder is often the sensible starting point when loads and duty are moderate. Double girder becomes attractive when the project needs a heavier trolley, greater hook height, a long span, frequent operation, maintenance walkways, auxiliary hoists or process-specific equipment. Neither answer should be selected from rated capacity alone.
One bridge girder carries an under-slung electric hoist or low-headroom hoist. The lighter bridge generally reduces dead weight and wheel reactions, which can help when the runway or building structure has limits.
Two bridge girders support a top-running trolley or open-winch trolley. The layout gives engineers more freedom for heavy loads, demanding duty, walkways, cabins, auxiliary hooks and special lifting devices.
A useful comparison starts with the lifting task and the building. These six checks usually expose the trade-offs before a quotation is prepared.
Record the maximum load, typical load and any lifting beam, magnet or grab weight. Frequent near-capacity lifts matter more than a headline tonnage.
Longer spans increase bridge deflection and wheel-load effects. A double girder bridge can provide more stiffness, but the result must be engineered for the actual span.
Check roof clearance, runway elevation, hook path and end approach. Hoist and trolley geometry can matter as much as the number of girders.
Daily cycles, travel distance, starts per hour and load spectrum determine duty. Both layouts can be engineered, but demanding service often needs the flexibility of double girders.
Bridge dead weight, trolley position and dynamic effects change wheel reactions. The building engineer should review crane data before the runway is finalized.
Walkways, service platforms, cabins, dual hoists and process attachments need space. A double girder arrangement usually accommodates these options more readily.
Duty classification deserves its own check. See the A3 vs A5 overhead crane duty class guide before comparing two quotations that use different service assumptions.
The table below describes common design tendencies, not fixed capacity limits. Crane series, span, duty, hoist arrangement and local standards can change the answer.
Decision point
Single girder
Double girder
Bridge and hoist arrangement
Single girder:
One bridge girder, usually with an electric hoist travelling on the lower flange.
Double girder:
Two bridge girders, usually with a top-running trolley or open-winch trolley.
Typical project fit
Single girder:
General manufacturing, warehouses, assembly areas and moderate production duty.
Double girder:
Heavy manufacturing, long spans, high duty, process cranes and special lifting systems.
Hook height
Single girder:
Can be efficient with a low-headroom hoist, but girder and hoist depth influence the upper hook position.
Double girder:
The trolley can place the hook between the girders, often improving available lifting height.
Bridge weight and runway reactions
Single girder:
Generally lower dead weight for the same basic task, subject to span and design.
Double girder:
Generally heavier; runway reactions and supporting steel need careful coordination.
Duty and operating intensity
Single girder:
Well suited to light and medium production duty when the hoist and bridge are correctly selected.
Double girder:
Offers more flexibility for high-frequency travel, heavy trolleys and demanding process duty.
Maintenance access
Single girder:
Simpler bridge with fewer access features; maintenance is commonly performed from approved access equipment.
Double girder:
Can include walkways, platforms and easier trolley access when the project requires them.
Special configurations
Single girder: Low-headroom hoists, coordinated dual hoists and custom controls are possible when the bridge, total capacity and working duty remain suitable. For long loads that need two lifting points, review the single girder overhead crane with dual hoists and confirm load sharing, hook spacing and control mode.
Double girder:
Better suited to cabins, auxiliary hooks, dual trolleys, open winches and large lifting attachments.
Project cost
Single girder:
Often lower for comparable load, span, duty and scope because the bridge is lighter and simpler.
Double girder:
Higher initial cost can be justified by hook height, duty, access or special equipment requirements.
A 10 ton crane in a short, lightly used maintenance bay may be a straightforward single girder project. The same rated load on a long runway, with frequent lifts near capacity, tight upper hook requirements and a maintenance walkway, may justify a double girder crane. The load marking is identical; the working condition is not.
Use these as screening questions, then confirm the final bridge and hoist selection against drawings and operating data.
Two quotations are only comparable when they use the same working condition. Send the following information before asking which girder layout costs less:
For a dual-hoist crane, also state the load on each hook, maximum hook spacing, whether the hoists run together or independently, and the permitted synchronization difference. These details can change the hoists, controls, bridge design and final price even when the total rated load is unchanged.
The overhead crane buying guide explains how these inputs affect the complete system, not only the bridge.
Share the load, span, hook height, runway and operating cycle. SUNFACRANE will explain which layout fits the duty and where the main cost and building-load differences come from.