Load(kN) |
The top lateral displacement of the column (mm) |
YQKZ4 |
90.0 |
+6.7 |
A horizontal crack measuring 0.02 mm in width appeared on wing wall A and was 210.0 mm from the top surface of the bottom beam. |
174.7 |
+13.5 |
A slanted crack appeared on the concrete column and was 270.0 mm from the underside of the top beam. |
|
+and-20.0 |
Slanted cracks appeared on both wing walls A and B and were 300.0 mm away from the underside of the top beam on the concrete column. |
253.5 |
-25.0 |
Wing wall A showed widespread crushing, and the longitudinal reinforcement became exposed. |