Time-Dependent Reliability Analysis of RC Deep Beams considering Linear/Nonlinear Creep and Shrinkage Using ANFIS Network and MCS

Table 2

Geometry and properties of deep concrete beams.

Beam	a/d	Effective depth d (mm)	Beam’s length L (mm)	Beam’s width b (mm)	Bearing plate’s width l (mm)	Shear reinforcement	Flexural reinforcement	Concrete compressive strength	Rebar tensile strength
B-4	0.5	400	1100	240	100	0.8	2.02	31.3	376
B-7	1	400	1500	240	100	0.4	2.02	31.3	376
B-10R	1.5	400	1500	360	150	0	2.02	23	388
B-14	1.5	1000	4750	600	250	0	1.99	31	398
B-16	1.5	1400	6650	840	350	0	2.05	27.3	394
B-18	1.5	1400	6650	840	350	0.4	2.05	31.3	397.5