Bending Resistance of Composite Sections with Nonductile Shear Connectors and Partial Shear Connection

Figure 16

Effect of variation of class of steel on resisting bending moment-degree of shear connection relation. Unpropped construction method. (a) Section 6 C25/35 M50% and (b) Section 7 C25/35 M50%.

(a)

(b)