Test and Numerical Study on Monotonic Behavior of Complex CFT Column Joints

Table 8

Support reaction moment calculated under different boundary types.

Member number	Design load value (kN·m)	Type 1 (kN·m)	Type 2 (kN·m)	Type 3 (kN·m)	Type 4 (kN·m)
3	70	—	−74	—	63
4	226/298	156/243	35/152	124/201	87/137
5	17	13	12	15	13
6	48	32	—	26	27
7	0	—	—	0	—
9	60	55	75	66	72