13
Table 2. Deflections and strains at maximum load after 10 million cycles
Deflection (mm)
Strain (micro-strains)
Bridge
at location LV-2
at location SG-2
No.
Low
High
Change
Low
High
Change
Temperature Temperature
%
Temperature Temperature
%
Bridge #1
2.05
2.17
5.9
231
248
7.8
Bridge #2
1.48
2.13
43.6
117
139
18.5
Bridge #3
3.28
3.48
6.2
534
574
7.6
Bridge #4
3.43
4.08
18.8
503
564
12.1
Bridge #5
2.18
2.42
10.9
391
446
14.3
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