Table 4 Ultimate load of test beam and corresponding midspan deflection.
From: An Experimental Study of Shear Resistance for Multisize Polypropylene Fiber Concrete Beams
Test beam no. | Limit load (kN) | Average limit load (kN) | Midspan deflection corresponding to ultimate load (mm) | Average midspan deflection corresponding to ultimate load (mm) | Standard deviation of the average limit loads (kN) | |
|---|---|---|---|---|---|---|
B0 | B0-1 | 217.10 | 218.79 | 7.60 | 7.75 | 1.23 |
B0-2 | 220.00 | 7.90 | ||||
B0-3 | 219.27 | 7.76 | ||||
B1 | B1-1 | 229.65 | 236.45 | 9.80 | 9.22 | 6.56 |
B1-2 | 245.32 | 8.61 | ||||
B1-3 | 234.37 | 9.24 | ||||
B2 | B2-1 | 263.94 | 257.04 | 10.22 | 10.92 | 5.04 |
B2-2 | 252.07 | 10.77 | ||||
B2-3 | 255.10 | 11.77 | ||||