Research Article

Flexural Ductility, Stiffness, and Toughness of New Voided Reinforced Concrete One-Way Slab Using Waste Plastic Bottles

Table 5

The support rotation magnitude for the tested specimens.

Specimen symbolsCentral deflection at ultimate load (mm)Support rotation corresponding to shear span (°)Central deflection at end of the test (mm)Support rotation corresponding to midspan (°)

ST100SO3.80.01908.390.0419
ST130SO2.20.01105.520.0276
ST130VO2.250.01125.560.0278
ST140VO4.500.02255.00.0250
ST150VO2.280.01143.910.0195