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> Figure 7-20. Variation in Cooper E Value with Span Length
Figure 7-19. Cooper Load Configuration for Bridges
Table 7-3. Recommended Cooper Design Load for Bridges
Railroad Design and Rehabilitation
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CEMP-E
TI
850-02
AFMAN
32-1125(I)
1
MARCH
2000
Figure
7-20.
Variation
in
Cooper
E
Value
with
Span
Length
Figure
7-21.
Loading
Diagram
for
Train
of
100-ton
Boxcars.
7-24
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