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Table 7 Comparison between calculated and measured shear capacity of beam sections.

From: An Experimental Study of Shear Resistance for Multisize Polypropylene Fiber Concrete Beams

Test beam no. Measured value (kN) Average measured value (kN) Standard deviation of the average measured value (kN) Calculated value (kN) Measured value/calculated value
B0-1 108.55 109.40 0.62 102.01 1.064
B0-2 110.00 102.01 1.078
B0-3 109.64 102.01 1.075
B1-1 114.83 118.23 3.28 114.39 1.004
B1-2 122.66 114.39 1.072
B1-3 117.19 114.39 1.024
B2-1 131.97 128.52 2.52 130.96 1.008
B2-2 126.04 130.96 0.962
B2-3 127.55 130.96 0.974