Civil Engineering Reference
In-Depth Information
Figure 2.18
Cross section and elevation of box girder
Derailment load per axle
4
513
(2)
.
7
P
u
,
L
=
1
.
=
359
.
6kN
/
axle (80
.
85 kip
/
axle)
4
Derailment torque per axle
4
513
(2)(0
.
7
T
u
,
L
=
1
.
.
914)
=
328
.
7kNm
/
axle (242
.
5kipft
/
axle)
4
