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 |
|
|
