Experimental and Numerical Study on the Capability Behavior of a Thick-Walled Spatial Cast-Steel Joint under Complex Load Conditions

Table 3

The load procedure.

	Number	N1 (kN)	N2 (kN)	N3 (kN)	N4 (kN)
Loading	1	389.9	233.4	149.2	1715.8
	2	779.8	466.8	298.5	3431.6
	3	1169.8	700.2	447.7	5147.4
	4	1559.7	933.5	596.9	6863.2
	5	1949.6	1166.9	746.2	8579
	6	2339.5	1400.3	895.4	10294.8
	7	2729.5	1633.7	1044.6	12010.6
	8	3119.4	1867.1	1193.8	13726.4
	9	3509.3	2100.5	1343.1	15442.2
	10	3899.2	2333.8	1492.3	17158
	11	4289.2	2567.2	1641.5	18873.8
	12	4679.1	2800.6	1790.8	20589.6
	13	5069.0	3034.0	1940.0	22305.4
	14	5069.0	3034.0	1940.0	24021.2
	15	5069.0	3034.0	1940.0	25737
Unloading	1	4055.2	2427.2	1552	20589.6
	2	3041.4	1820.4	1164	15442.2
	3	2027.6	1213.6	776	10294.8
	4	1013.8	606.8	388	5147.4
	5	0.0	0.0	0.0	0.0