Axial Compression Test and Bearing Capacity Analysis of Biaxial Prestressed Angle Steel Plate Fully Wrapped Reinforced Concrete Short Column

Table 3

Bearing capacity test results of each group.

Number	(kN)	(kN)	Error (%)
CC	1461.38	1409.80	--
RC0	1930.98	1912.04	0.98
RC2	2219.44	2152.22	3.03
RC3	2469.19	2279.91	7.67

Note: and , respectively, are the calculated value and average test value of specimen bearing capacity.