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Table 4 Maximum failure load during the compression test.

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

N/AName of specimenLongitudinal reinforcementLongitudinal reinforcement ratio (%)Concrete cylinder resistance at the day of compression test (MPa)Degree of elongation (‰)Maximum failure load (kN)Pu/Pu,0 ‰ (%)
1C-04Ø124.0228.230.00568100
2C-104Ø124.0228.2310.00574101
3C-204Ø124.0228.2320.0052092
4C-304Ø124.0228.2330.0016529
5C-504Ø124.0228.2350.0015026