Investigation on the Design Method of Shear Strength and Lateral Stiffness of the Cold-Formed Steel Shear Wall

Table 3

Comparison of the calculated results and test results.

Specimen	f d (N)	P c (kN)	P m (kN)	P y (kN)	P d (kN)	P c /P d	P m /P d
WALL1	274	4.19	5.69	7.48	5.98	0.7	0.95
WALL2	907	13.86	16.63	21.50	17.20	0.81	0.97
WALL3	1181	18.04	21.65	29.12	23.30	0.77	0.93