The Default Rule: Permissible Variations in UIC 800-51 Welded Structures
When drawings lack specific limits, UIC Leaflet 800-51 Chapter 8 sets the standard. Learn the permissible geometric variations for welded railway structures.

What is UIC Leaflet 800-51?
UIC Leaflet 800-51 serves as a guideline for the specific tolerances required in the construction of welded railway vehicles and components. Welding is a process that naturally introduces heat and distortion into metal. Therefore, achieving “exact” dimensions is physically impossible. Chapter 8 specifically addresses “Permissible variations on dimensions when no tolerances are given.” It acts as the safety net for manufacturing, defining the default acceptable error margins when a technical drawing does not explicitly state a tolerance (e.g., ±1mm).
Understanding Chapter 8: General Tolerances
In railway manufacturing, not every single dimension on a blueprint is assigned a specific tolerance. Chapter 8 provides a standardized table of General Tolerances based on the size of the dimension. This ensures that a 10-meter long wagon body and a 10-centimeter bracket are judged by appropriate standards. It generally aligns with international standards like ISO 13920.
Key Areas Covered
- Linear Dimensions: Length, width, and height measurements. The allowable deviation increases as the dimension gets longer.
- Angular Dimensions: The permissible deviation in degrees for angles (e.g., weld preparations or frame corners).
- Shape and Position: Tolerances for straightness, flatness, and parallelism, which are critical for the stability of rolling stock.
Tolerance Classes: How Precision is Categorized
Chapter 8 typically categorizes tolerances into classes (often A, B, C, or D), ranging from precision engineering to coarse structural work. The longer the nominal dimension, the larger the permissible variation.
| Nominal Length Range (mm) | Permissible Variation (Precision Class) | Permissible Variation (Coarse Class) | Impact on Assembly |
|---|---|---|---|
| 2 to 30 mm | ± 1 mm | ± 2 mm | Critical for small fittings and brackets. |
| 120 to 400 mm | ± 1 mm | ± 3 mm | Affects sub-assemblies and mounts. |
| 1000 to 2000 mm | ± 2 mm | ± 6 mm | Critical for bogie frames and door openings. |
| Above 4000 mm | ± 4 mm | ± 10 mm | Used for main car body structures (shell). |
*Note: Values are illustrative of general tolerance principles found in welded structure standards like ISO 13920/UIC 800-51.
Why This Chapter Matters for Safety
If a bogie frame is welded with excessive distortion, it can lead to poor wheel-rail contact or derailment risks. Chapter 8 ensures that even “non-critical” dimensions stay within a controlled range, preventing cumulative errors that could make final assembly impossible or unsafe.





