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 |