Flexural Capacity of Steel-Concrete Composite Beams under Hogging Moment

Table 2

Properties of steel and concrete.

No.	(MPa)	(MPa)	(MPa)	(MPa)	(MPa)
SCB1	330	440	324	453	35.5
SCB2	330	440	324	453	35.5
SCB3	330	440	324	453	35.5
SCB4	330	440	324	453	35.5
SCB5	330	440	324	453	35.5
SCB6	330	440	324	453	35.5
SCB7	330	440	324	453	35.5
SCB8	330	440	324	453	35.5
SCB9	330	440	320	440	43.7
SCB10	350	460	320	440	43.7
SCB11	350	455	320	440	43.7
SCB12	350	460	320	440	43.7
SCB13	350	460	320	440	43.7
SCB14	350	480	250	380	44.3
SCB15	350	480	250	380	44.3
SCB16	350	480	250	380	43.4
SCB17	350	480	250	380	48.5
SCB18	350	480	250	380	42.2
SCB19	350	480	250	380	38.2
SCB20	350	480	250	380	46.2
SCB21	350	480	320	380	41.9
SCB22	350	480	320	380	42.1
SCB23	350	480	320	380	49.7
SCB24	350	480	320	380	40.8
NSCB5	417	535	394	389	36
NSCB6	417	535	394	389	38.2
NSCB7	417	535	394	389	27.4
NSCB8	—	—	370	510	21
CB1	417	535	394	389	36
CB5	417	535	394	389	38.2
CB7	417	535	394	389	27.4
CB1	—	—	370	510	21