Shear Bearing Capacity of Framework Joints of Steel-Reinforced Concrete-Filled Circular Steel Tube

Table 6

Comparison of finite element and theoretical calculations of shear bearing capacity.

Specimen	FEM (kN)	Theoretical calculation (kN)
A1/A2	1024.8	1040.88	1.02
B1/B2	1057.5	1040.39	0.98
C1/C2	1059.8	1001.55	0.95
SRCTJ1	2895.10	2928.08	1.01
SRCTJ2	4023.6	4079.85	1.01
SRCTJ3	5231.77	5501.23	1.05
SRCTJ4	6572.45	7003.46	0.94