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

Table 4

Parameter study (concrete classes).

Concrete class	C25/30	C30/37	C35/45	C40/50	C45/55	C50/60
fck (MPa)	25	30	35	40	45	50
Ecm (GPa)	31	33	34	35	36	37