Test locationa | |||||
---|---|---|---|---|---|
Location 1 | Location 2 | Location 3 | Location 4 | Location 5 | |
First crack (kN) | 310 | 314 | 320 | 75 | 85 |
Failure load, Ffailure (kN) | 593 | 607 | 621 | 165 | 189.5 |
CHBDC factored design load, FCHBDC (kN) | 357 | 357 | 357 | – | – |
Height of load application (m) | 0.99 | 0.99 | 0.99 | 0.99 | 0.99 |
F failure /F CHBDC ratio | 1.66 | 1.70 | 1.74 | – | – |
F failure /F CHBDC ratio with 0.75 resistance factor | 1.25 | 1.28 | 1.31 | – | – |
Experimental resisting moment, MExp (kN m/m) | – | – | – | 163.35 | 187.81 |
CHBDC factored design moment, MCHBDC (kN m/m) | – | – | – | 83.00 | 102.00 |
M Exp /M CHBDC ratio | – | – | – | 1.97 | 1.84 |
M Exp /M CHBDC ratio with 0.75 resistance factor | – | – | – | 1.48 | 1.38 |
M Exp /M FEA ratio | – | – | – | 1.53 | 1.32 |
M Exp /M FEA ratio with 0.75 resistance factor | – | – | – | 1.15 | 1.0 |
Maximum wall deflection (mm) | 26.43 | 11.83 | 10.83 | 25.68 | 26.95 |
Maximum deck slab cantilever deflection (mm) | 9.39 | 0.61 | 0.73 | 4.27 | 11.76 |