Load(kN) |
The top lateral displacement of the column (mm) |
YQKZ5 |
|
|
Shrinkage cracks from drying appeared at the bottom of the concrete column before the load was applied. |
104.0 |
+4.5 |
A horizontal crack measuring 100 mm in length and 0.3 mm in width appeared on wing wall A and was 270.0 mm from the top surface of the bottom beam. |
196.3 |
-20.0 |
A slanted crack appeared on wing wall B and was 540.0 mm from the underside of the top beam. |
163.9 |
-22.5 |
Local concrete spalling appeared at the bottom end of the column. |
166.9 |
-25.0 |
Local concrete was crushed at the bottom end of wing wall A. The widest crack was measured to be 1.5 mm. |