Analytical Investigation of the Flexural Capacity of Precast Concrete Frames with Hybrid Joints

Table 2

Possible stress states for steel-concrete composite members (wide flange steel, yield, and maximum load state) [19].

Y-#1 CFnyTFpCWnyTWppCRyTRy	M-#1 CFpTFpCWppTWppCRyTRy
Y-#2 CFnyTFpCWnyTWppCRnyTRy	M-#2 CFpTFpCWppTWppCRnyTRy
Y-#3 CFnyTFppCWnyTWnyCRyTRy	M-#3 CFppTFpCWnyTWppCRyTRy
Y-#4 CFnyTFppCWnyTWnyCRnyTRy	M-#4 CFppTFpCWnyTWppCRnyTRy
Y-#5 CFnyTFnyCWnyTWnyCRyTRy	M-#5 CFnyTFpCWnyTWppCRyTRy
Y-#6 CFnyTFnyCWnyTWnyCRnyTRy	M-#6 CFnyTFpCWnyTWppCRnyTRy
Y-#7 CFnyT1FnyT2FnyTWnyCRnyTRy	M-#7 CFnyT1FnyT2FpTWppCRnyTRy
Y-#8 CFnyT1FnyT2FnyTWnyCRyTRy	M-#8 T1FnyT2FpTWppCRnyTRy
Y-#9 T1FnyT2FnyTWnyCRnyTRy
Y-#10 T1FnyT2FnyTWnyCRyTRy