Bending-Shear Interaction Domains for Externally Prestressed Concrete Girders

Table 2

Values of ratio 𝐹_cal/𝐹_test for the reference samples.

References	Sample	𝐴1	𝐴2	𝐵1	𝐵2
[15]	Beam 1	0.840	0.935	0.695	0.775
	Beam 2	0.835	0.930	0.685	0.765
	Beam 3	0.745	0.830	0.620	0.690
	Beam 4	0.665	0.750	0.600	0.665
	Beam 5	0.785	0.870	0.650	0.720
	Beam 6	0.705	0.795	0.655	0.730
	Beam 7	0.880	0.980	0.720	0.800
	Beam 8	1.045	1.165	0.845	0.940
	Beam 9	0.785	0.790	0.650	0.725
[16]	BQ6	0.980	1.145	0.695	0.810
	BQ7	0.965	1.125	0.680	0.795
	BQ12	0.725	0.845	0.605	0.605
	BQ15	1.020	1.190	0.720	0.850
	BQ16	0.730	0.850	0.605	0.605
	BQ17	0.775	0.870	0.605	0.680
	BQ18	0.695	0.800	0.615	0.715
	BQ19	0.945	1.105	0.665	0.780
[17]	ST-1	0.800	0.810	0.800	0.810
	ST-2	0.845	0.855	0.845	0.855
	ST-2C	0.855	0.860	0.855	0.860
	ST-2C+	1.055	1.060	0.845	1.010
	ST-2S	0.655	0.670	0.655	0.670
	ST-2P	0.765	0.770	0.765	0.770
	ST-3	0.930	0.930	0.930	0.930
	Mean	0.834	0.914	0.709	0.773
	Variance	0.120	0.145	0.097	0.102