From: Numerical Modelling of Reinforced Concrete Slender Walls Subjected to Coupled Axial Tension–Flexure
Spec. no
HSW1
HSW2
HSW3
HSW4
Nt / (kN)
322
538
897
1291
nc
0.33
0.73
0.98
1.73
ns
0.23
0.38
0.63
0.91