Research Article
Failure Modes and Resistance of Perforated Steel Rib Shear Connectors under Uplift Forces
Table 6
Calculation results of the punching strength of concrete.
| | Label | fct (MPa) | Bp (mm) | Lp,left (mm) | Lp,right (mm) | θ1,left (deg) | θ1,right (deg) | Ap (×104 mm2) | Fc,u (kN) |
| | T-1 | 4.6 | 200 | 160.1 | 255.0 | 17.3 | 11.1 | 8.3 | 381.9 | | T-2 | 4.6 | 200 | 121.7 | 180.3 | 22.3 | 15.5 | 6.0 | 277.8 |
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