Table 9: Compare the Modeling Parameters and Numerical Acceptance Criteria with ATC 40 [16].

Longitudinal reinforcement and transverse reinforcement Rotational limit at collapse prevention level (CP) in radians Crack width in coupling beam  at CP level in meters by    ATENA2D [18]
Member controlled by flexureMember controlled by shearATENA2D [18]
ATC 40 [16]ATC 40 [16]  m  m  m  m  m  m

Conventional longitudinal reinforcement with conforming transverse reinforcement 30.0250.0180.00010230.0007840.001980.00000013080.00050.001613
60.0150.0120.00024230.0019440.003440.001630.001360.00297
Diagonal 30.030.000120.0004160.000550.00001940.00021840.00021
60.030.0004150.0004220.0015330.00017950.00014830.00093