Investigation on the Structural Behavior of Shear Walls with Steel Truss Coupling Beams under Seismic Loading

Table 3

Specimens details.

Span (m)	Depth (m)	Chord member size (mm)	Web angle steel properties (mm)
			Limb width	Thickness
0.45	0.3	Half-I10	30	3–7
0.45	0.3	Half-I10	40	3–5
0.45	0.3	Half-I10	45	4–6
0.45	0.3	Half-I10	50	4–6
0.45	0.3	Half-I10	56	4,5,8
0.45	0.3	Half-I10	63	4–6, 8, 10