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Table 5 Deflection predictions.

From: Influence of Shear Span-to-Effective Depth Ratio on Behavior of High-Strength Reinforced Concrete Beams

Specimen

\(\delta_{expt} .\)(mm)

\(\delta_{ACI - 318 }\)(mm)

\(\delta_{ACI - 363 }\)(mm)

\(\delta_{Ghali et al. }\)(mm)

\(\frac{{\delta_{ACI - 318 } }}{{\delta_{expt} }}\)

\(\frac{{\delta_{ACI - 363 } }}{{\delta_{expt} }}\)

\(\frac{{\delta_{Ghali et al. } }}{{\delta_{expt} }}\)

2Cont-MN-2.5

10.41

7.48

7.38

10.13

0.72

0.71

0.97

3Cont-MN-2

5.82

4.96

4.71

7.00

0.85

0.81

1.20

4Cont-M8-2

4.67

6.99

6.85

9.57

1.50

1.50

2.05

5Cont-M8-2.5

4.38

6.00

5.84

8.28

1.37

0.97

1.89

6Cont-M8-3

15.77

8.69

8.64

11.72

0.55

0.55

0.74

7Cont-M3-2.5

5.05

8.03

7.95

10.90

1.59

0.99

2.16