Table 6 Comparison of shear capacity of beam samples obtained from different methods.
Approach | Experiment | MPLANE44 | Vector245 | CEB-FIP46 | CSA47 | AASHTO48 | SMCFT43 |
|---|---|---|---|---|---|---|---|
L1 (kN) | 61.000 | 84.500 | 86.300 | 45.760 | 44.390 | 48.884 | 44.390 |
ST120 (kN) | 107.500 | 128.790 | 136.100 | 122.430 | 121.220 | 118.620 | 124.480 |
SP120 (kN) | 123.500 | 133.890 | 142.635 | 122.100 | 120.940 | 118.360 | 124.190 |
SPA120 (kN) | 126.000 | 135.600 | 151.100 | 136.090 | 134.830 | 132.440 | 137.890 |
SP120/ST120 | 1.149 | 1.040 | 1.048 | 0.997 | 0.998 | 0.998 | 0.998 |
SPA120/ST120 | 1.172 | 1.053 | 1.110 | 1.112 | 1.112 | 1.117 | 1.108 |
ST80 (kN) | 125.500 | 149.680 | 146.000 | 160.060 | 153.770 | 154.260 | 158.600 |
SP80 (kN) | 144.000 | 162.320 | 147.510 | 159.590 | 153.360 | 153.860 | 158.170 |
SPA80 (kN) | 151.500 | 166.210 | 157.070 | 180.220 | 174.330 | 174.970 | 178.870 |
SP80/ST80 | 1.147 | 1.084 | 1.010 | 0.997 | 0.997 | 0.997 | 0.997 |
SPA80/ST80 | 1.207 | 1.110 | 1.076 | 1.126 | 1.134 | 1.134 | 1.128 |
