Research Article
Flexural Response of Steel-Concrete Composite Truss Beams
Table 4
Comparison of the ultimate loads of the SCCTB specimens.
| | No. | Test (mm) | Formulas (mm) | Deviation (%) |
| | B1 | 382.4 | 357.2 | 6.58 | | B2 | 405.9 | 368.2 | 9.29 | | B3 | 408.7 | 378.6 | 7.37 | | Mean | — | — | 7.75 |
|
|
