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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