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

Table 9

The influence of secondary load.

	T4	T6	T20	T22	T26	T27	T36	T37
Without secondary branches (MPa)	112.12	97.39	106.9	90.58	52.14	71.56	85.71	112.12
Under test load (MPa)	112.46	93.26	106.01	86.95	54.83	81.87	83.15	80.91
Deviation (MPa)	−0.34	4.13	0.89	3.63	−2.69	−10.31	2.56	−0.34