Table 3: Effect of loading type for all tested deep beam.

Beam Designation Type of Beam fʹc ρw SF
(%)
Type of Loading No. of Cycle Pu
(kN)
%
Percentage Decrease
B -HS-M-FHSC 1-ρw 4 Non-
Hybrid
(FHSC)
60 0.004 1 Monotonic
(Control)
- 810 20.98
B -HS-R-FHSC 1- ρw 4 Non-
Hybrid
(FHSC)
60 .0040 1 Repeated(75% of Control Beam Load) 5 640
B -HS-M-Hy1-ρw 4 Hybrid 60 0.004 1 Monotonic
(Control)
- 730 23.97
B -HS-R-Hy1%-ρw 4 Hybrid 60 0.004 1 Repeated(75% of Control Beam Load) 5 555
B - HS-M-Hy1-ρw 6 Hybrid 60 0.006 1 Monotonic
(Control)
- 900 22.22
B -HS-R-Hy1-ρw 6 Hybrid 60 0.006 1 Repeated(75% of Control Beam Load 5 700
B -NC-M-Hy1-ρw 4 Hybrid 30 0.004 1 Monotonic
(Control)
- 370 24.32
B -NC-R-Hy1-ρw 4 Hybrid 30 0.004 1 Repeated(75% of Control Beam Load) 5 280
B -HS-M-HSC 0-ρw 4 Non-
Hybrid
(HSC)
60 0.004 0 Monotonic
(Control)
- 610 22.95
B -HS-R-HSC 0-ρw 4 Non-
Hybrid
(HSC)
60 0.004 0 Repeated(75% of Control Beam Load) 5 470
X' = 22.89