In industrial plant construction, workshop span directly affects the structural configuration, material selection, and overall cost control of overhead cranes. Properly matching building span with crane structural design not only improves operational safety but also optimizes manufacturing costs and long-term maintenance expenses.
This article systematically analyzes the key design considerations for overhead cranes under different workshop spans from four aspects: structural type, main girder design, stiffness control, and customized solutions.

The “span” of an overhead crane usually refers to the distance between the centers of the two runway rails. As span increases, the bending moment and deflection of the main girder rise significantly. Therefore, higher strength and stability requirements are necessary.
In small-span plants, single-girder overhead cranes are commonly used. Their advantages include:
They are suitable for machining workshops, light industry production, and warehouse environments. If future capacity upgrades are expected, structural expansion space should be reserved in advance.

When the span ranges from 15–25 meters, girder stiffness control becomes the design focus. Key considerations include:
This configuration is widely used in manufacturing plants.

When the span exceeds 25 meters, overhead crane structures enter a high-strength design phase. Reinforcement measures include:
Double-girder structural design
Internal stiffener rib arrangement
Enhanced end beam connection strength
If girder stiffness is insufficient under large-span conditions, it may cause:
Therefore, large-span overhead cranes are often equipped with variable frequency control systems to reduce impact loads.

In overhead crane design, span and rated lifting capacity must be scientifically matched. Requirements for girder height, plate thickness, and structural configuration vary significantly under different span conditions.
|
Rated Capacity |
Workshop Span Range |
Recommended Structure |
Main Girder Design Recommendation |
Typical Application |
|
1–5 tons |
≤15 m |
Single-girder overhead crane |
I-beam or lightweight box girder |
Light industry, warehousing |
|
5–10 tons |
10–20 m |
Reinforced single-girder |
Increased girder height, optimized web thickness |
Machining workshops |
|
10–20 tons |
15–25 m |
Double-girder overhead crane |
Welded box-girder structure |
Manufacturing workshops |
|
20–50 tons |
20–30 m |
Heavy-duty double-girder |
Box girder + internal stiffeners |
Steel structure fabrication |
|
Above 50 tons |
≥25 m |
Customized heavy-duty double or multi-girder |
FEA-optimized design + reinforced end beams |
Metallurgy, heavy industry |


Under different workshop span conditions, overhead crane structural designs vary significantly—from lightweight single-girder systems to heavy-duty double-girder solutions. Scientific calculation of girder strength and stiffness, reasonable deflection control, and optimized design according to actual working conditions are essential.
Professional technical evaluation in the early project stage is the key to ensuring safe, stable, and efficient crane operation.
To learn about a customized overhead crane solution suitable for your workshop span and improve safety and operational efficiency, contact HSCRANE today for professional design support.