Journals
Publish with us
Publishing partnerships
About us
Blog
Advances in Civil Engineering
+
Journal Menu
Journal overview
For authors
For reviewers
For editors
Table of Contents
Special Issues
Submit
Advances in Civil Engineering
/
2012
/
Article
/
Tab 3
Research Article
Life-Cycle Management Strategy on Steel Girders in Bridges
Table 3
Moments and shears due to dead and superimposed dead loads (
,
,
, and
).
Girder nos.
Position
Due to dead load
Due to superimposed dead
Mean
(kNm)
Mean
(kN)
Mean
(kNm)
Mean
(kN)
1 and 5
Mid span
1,185.30
—
612.20
—
End of cover plate
314.47
—
162.42
—
Support
—
169.33
—
87.46
2, 3, and 4
Mid span
1,185.30
—
214.67
—
End of cover plate
314.47
—
56.95
—
Support
—
169.33
—
30.67