Shear Strength Prediction for SFRC Shear Wall with CFST Columns by Softened Strut and Tie Model

Table 3

Calculation type.

Type	Type E	Type YH	Type YV	Type YHV	Type YVH
Condition	Fh < Fyh and Fv < Fyv	Fh = Fyh and Fv < Fyv	Fh < Fyh and Fv = Fyv	Fh = Fyh and then Fv = Fyv	Fv = Fyv and then Fh = Fyh