Table 6: Effect type of beam on ultimate load under monotonic loading.
| Beam Designation |
Type of
Beam |
SF
(%) |
ρw
|
Ultimate Load (Pu)
(kN) |
% Increase Ultimate Load * |
| B-HS-M-HSC 0-ρw 4 |
Non -Hybrid (HSC) |
0 |
0.004 |
610 |
- |
| B-HS-M-Hy1-ρw 4 |
Hybrid |
1 |
0.004 |
730 |
19.67 |
| B-HS-M-FHSC 1-ρw 4 |
Non-Hybrid (FHSC) |
1 |
0.004 |
810 |
**32.79 |
*The percentage of increase is measured with respect to beam B-HS-M-HSC 0-ρw 4.
** The percentage of increase of a load of beam B-HS-M-FHSC 1-ρw 4 is 10.96 with respect to beam B-HS-M-Hy1-ρw 4.