Table 9: Effect of ρw on ultimate load of beams under repeated loading.
Beam Designation
Type of Beam
SF (%)
ρw
Ultimate Load (Pu) (kN)
% Increase Ultimate Load *
B-HS-R-Hy1-ρw 0
Hybrid
1
0.0
440
-
B-HS-R-Hy1-ρw 4
Hybrid
1
0.004
555
26.14
B-HS-R-Hy1-ρw 6
Hybrid
1
0.006
700
**59.09
*The percentage of increase is measured with respect to beam B-HS-R-Hy1%-ρw =0.
** the increased percentages of load of the beam B-HS-R-Hy1-ρw 6 is 26.13% with respect B-HS-R-Hy1-ρw 4.