Flexural Capacity of Steel-Concrete Composite Beams under Hogging Moment

Figure 18

Influence of the beam length on M-ç relationship: comparison between the results of (A) GB 50017 and FEA, (B) BS 5950 and FEA, and (C) Eurocode 4 and FEA. (a) l = 4 m. (b) l = 8 m. (c) l = 16 m. (d) l = 20 m.

(a)

(b)

(c)

(d)