Research Article
Load Capacities of Steel and Concrete Composite Bridge Deck Slab with Haunch
Table 4
Comparison of experimental results with the design load and calculated results.
| | | Experimental results | Design load | Comparison with design load | Calculated results | Comparison with calculated results | | Vcr (kN) | Vu (kN) | Md (kN·m) | Vd,fl (kN) | Vd,s (kN) | Vcr/Vd,s | Vu/Vd,s | Vcr,CAL (kN) | Vu,CAL (kN) | Vcr,CAL/Vcr | Vu,CAL/Vu |
| | P1 | 320 | 392.03 | 32.6 | 108.8 | 166.8 | 1.91 | 2.35 | 351.5 | 434.6 | 1.10 | 1.11 | | P2 | 365 | 598.40 | 2.19 | 3.59 | 307.3 | 508.1 | 0.84 | 0.85 |
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