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Table 9 Comparison between measured and empirical maximum failure load (bibliography).

From: Evaluation of Out-of-Plane Response of R/C Structural Wall Boundary Edges Detailed with Maximum Code-Prescribed Longitudinal Reinforcement Ratio

Source

Specimen label

Experimental failure load (kN)

Analytical failure load (kN)

Comparison (Pu,exp/Pu,an)

(Chrysanidis 2019)

L-0

430.00

430.00

1.00

L-10

410.00

427.00

0.96

L-20

425.00

392.33

1.08

L-30

110.00

82.33

1.34

L-50

90.00

59.00

1.53

H-0

500.00

500.00

1.00

H-10

505.00

497.00

1.02

H-20

440.00

462.33

0.95

H-30

180.00

152.33

1.18

H-50

145.00

129.00

1.12