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

Table 1

Material properties of steel plate and bar.

Type	Yield strength fy (N/mm^2)	Ultimate strength fu (N/mm^2)	Elastic modulus Es (N/mm^2)
3 mm plate	307.67	392.00	1.98 × 10^5
2 mm plate	236.67	323.20	1.88 × 10^5
C 6 bar	369.17	521.60	1.85 × 10^5