Table 3 Increases in shear strength due to transverse beam.
Specimen | Test | Kanno equation | Proposed equation | ||
|---|---|---|---|---|---|
Strength increment (%) | C t | Strength increment (%) | C t | Strength increment (%) | |
SNI-1 | 14.8 | 0.21 | 10.7 | 0.21 | 16 |
STI-1 | 0.51 | 0.64 | |||
Specimen | Test | Kanno equation | Proposed equation | ||
|---|---|---|---|---|---|
Strength increment (%) | C t | Strength increment (%) | C t | Strength increment (%) | |
SNI-1 | 14.8 | 0.21 | 10.7 | 0.21 | 16 |
STI-1 | 0.51 | 0.64 | |||