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Table 3 Max. concrete compressive strain and max. steel tensile stress at failure for the different models

From: Finite element analysis of reinforced concrete deep beam with large opening

Model

Maximum concrete compressive strain at failure

Maximum steel tensile stress at failure (N/mm2)

Kong. F.K [11]

0.0012

0.025

Mansur [14]

0.0015

0.025

STM (ACI 318-14)

0.0017

0.025