BRIDGE EXPERT ASSESSMENT REPORT
Generated on 28/02/2026 05:00
| Bridge Name / Ref : | Sans nom |
| Regulation : | 0 |
| Class : | 0 |
| Span (m) ($L$) : | 0.00 m |
| Roadway Width (m) : | 0.00 m |
| Sidewalk Width (m) : | 0.00 m |
| No. of lanes : | 0 |
| Deck Thickness (m) : | 0.00 m |
| Decay (coeff.) : | 0.00 |
0.00 T
0.00 m
| Parameter | Convoy Stress (Passage) | Resistant Capacities (Allowable) | Stress Ratio | |
|---|---|---|---|---|
| Distributed Load | Point Load | |||
| Bending Moment ($M$) | 0.00 Tm | 0.00 Tm | 0.00 Tm | 0 % |
| Shear Force ($T$) | 0.00 T | 0.00 T | 0.00 T | 0 % |
Principle: The calculation compares the maximum stresses (Moment and Shear) generated by a specific convoy crossing an isostatic span, against the load capacities defined by historical French construction regulations (1927 to 1971).
Hypotheses: The structure is considered as a simple beam on two supports. The calculation integrates dynamic magnification factors (impact) and transverse distribution according to the original regulatory requirements.
DISCLAIMER AND LIMITATION OF LIABILITY
Indicative use: This report is automatically generated for preliminary technical information purposes. It does not constitute an execution expertise or a specialized engineering office opinion.
Disclaimer: The software author, site publisher, and developers disclaim all liability for any direct or indirect damage (material, physical, or financial) resulting from the use of these results.
The end user is solely responsible for the use of the data produced by this tool.