Impact Resistance Behavior of Reinforced Concrete Beams Deteriorated due to Repeated Freezing and Thawing

Table 2

List of the calculated capacity of the beams.

Flexural capacity Puc (kN) (1)	Shear capacity Vuc (kN)			Shear-bending capacity (2)/(1)
	Concrete contribution	Rebar contribution	Total (2)
56.8	66.7	81.5	148	2.61