Forskjell mellom versjoner av «Overbygning/Planoverganger»
| [ukontrollert revisjon] | [ukontrollert revisjon] |
(→Functional requirements) |
(→Level crossings for heavy traffic) |
||
| Linje 18: | Linje 18: | ||
= Design loads = | = Design loads = | ||
| − | == Level crossings for | + | == Level crossings for freigth terminals == |
| + | min 125 ton axle load | ||
== Level crossings for normal traffic == | == Level crossings for normal traffic == | ||
Revisjonen fra 28. jan. 2015 kl. 12:25
UNDER UTARBEIDELSE
Innhold
[skjul]1 Scope
2 Functional requirements
2.1 Permissible speed
2.2 Resistance against longitudinal displacements
2.3 Maintanability
2.4 Availability for track inspection
2.5 Drainage
3 Design loads
3.1 Level crossings for freigth terminals
min 125 ton axle load
