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