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Advances in Civil Engineering
/
2012
/
Article
/
Tab 4
Research Article
Life-Cycle Management Strategy on Steel Girders in Bridges
Table 4
Moments and shears due to live load (
and
).
Girder no.
Position
Left lane
Right lane
Both lanes
Mean
(kNm)
Mean
(kN)
C.O.V.
Mean
(kNm)
Mean
(kN)
C.O.V.
Mean
(kNm)
Mean
(kN)
C.O.V.
1
Mid span
2,333.46
—
0.24
567.56
—
0.33
2,720.61
—
0.23
1
End of cover plate
815.24
—
198.29
—
950.50
—
1
Support
—
333.35
—
81.08
—
388.66
2
Mid span
2,390.08
—
0.18
998.17
—
0.23
3,247.35
—
0.18
2
End of cover plate
835.02
—
348.73
—
1,134.52
—
2
Support
—
341.44
—
142.6
—
463.91
3
Mid span
1,786.97
—
0.19
1,735.61
—
0.19
3,356.65
—
0.19
3
End of cover plate
624.31
—
606.37
—
1,172.71
—
3
Support
—
255.28
—
247.94
—
479.52
4
Mid span
1,107.47
—
0.23
2,413.79
—
0.18
3,356.65
—
0.19
4
End of cover plate
386.92
—
843.30
—
1,172.71
—
4
Support
—
158.21
—
344.84
—
479.52
5
Mid span
654.47
—
0.27
2,440.12
—
0.22
2,920.77
—
0.21
5
End of cover plate
228.65
—
852.50
—
1,020.43
—
5
Support
—
93.50
—
348.59
—
417.25
C.O.V.: coefficient of variation.