Distortional Buckling Analysis of Steel-Concrete Composite Girders in Negative Moment Area

Table 1

Basic geometric size of I-steel composite girder cases.

Example number	Cross-section number	/mm	/mm	/mm	/mm	/mm
1						4500
2	1	600	200	12	12	7200
3						9600
4						3000
5	2	600	120	10	10	5400
6						8400
7						6000
8	3	719	268	25	16	10200
9						14400
10						3000
11	4	300	100	3	3	5400
12						8400
13						4200
14	5	450	150	4	4	7200
15						10200