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

Table 10

Analytical moment-strain relationship (Specimen #2) [19].

	Moment (kN·m)	Rebar strain (εt)	Neutral axis (mm)
Preyield limit state	52.46	0.000459	117.33
	103.17	0.000906	118.52
	152.09	0.001341	119.76
	198.49	0.001775	120.37
	222.14	0.002024	119.19
Yield limit state	244.31	0.002270	118.40
Postyield limit state	241.56	0.002561	113.75
	251.63	0.004136	98.37
	260.43	0.005732	90.74
	262.38	0.007071	84.79
	262.96	0.007767	82.31
	264.19	0.009853	76.86
	264.44	0.010534	75.58
Maximum load limit state	264.52	0.015712	70.14