Research Article
Distortional Buckling Analysis of Steel-Concrete Composite Girders in Negative Moment Area
Table 2
Basic geometric size of steel composite box girder cases.
| Example number | /mm | /mm | /mm | /mm | /mm | /mm | /mm |
| 1 | | | | | | | 4000 | 2 | 400 | 600 | 100 | 10 | 10 | 10 | 8000 | 3 | | | | | | | 12000 |
| 4 | | | | | | | 4000 | 5 | 400 | 500 | 100 | 10 | 10 | 10 | 8000 | 6 | | | | | | | 12000 |
| 7 | | | | | | | 4000 | 8 | 300 | 600 | 100 | 10 | 10 | 10 | 8000 | 9 | | | | | | | 12000 |
| 10 | | | | | | | 4000 | 11 | 400 | 600 | 120 | 10 | 10 | 10 | 8000 | 12 | | | | | | | 12000 |
| 13 | | | | | | | 4000 | 14 | 400 | 600 | 100 | 12 | 12 | 12 | 8000 | 15 | | | | | | | 12000 |
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