Balance Fatigue Design of Cast Steel Nodes in Tubular Steel Structures

Table 2

Constant amplitude fatigue loads.

	Load case		P (KN)	V (KN)	M (kN⋅m)
On Tube of Ø 800	Case  1	Max	756.391	24.132	15.5521
	Case  2	Min	−736.617	−23.456	−15.1126
On Tube of Ø 1600	Case  1	Max	2000.222	49.266	209.1114
	Case  2	Min	−1956.73	−48.601	−214.845