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> Figure 13. Comparison of strains at maximum load after 10 million cycles at location SG-2
Figure 12. Comparison of deflections at maximum load after 10 million cycles at location LV-2
LR-03-21
LR-03-21
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700
Low
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Temp
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0
Bridge
#1
Bridge
#2
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#3
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#5
Figure
13.
Comparison
of strains at
maximum
load
after
10
million
cycles
at location
SG-2