(3-2):

Load(kN)	The top lateral displacement of the column (mm)	YQKZ2
70.0	+3.3	A horizontal crack measuring 0.02 mm in width appeared on wing wall A and was 560.0 mm from the top surface of the bottom beam.
147.6	+15.0	A slanted crack appeared on the concrete column at 80.0 and 230.0 mm from the underside of the top beam.
	+and-18.0	Slanted cracks appeared on both wing walls A and B.
220.4	-25.0	The local concrete was crushed slightly at the bottom end of the column.
233.1	-31.5	Slanted crossing cracks continuously increased at the bottom end of the column. The widest crack was measured to be 3.0 mm. Meanwhile, a vertical crack appeared on the column, and a large area of the concrete in wing wall A was crushed.