Developed Mathematical Model for Indeterminate Elements with Variable Inertia and Curved Elements with Constant Cross-Section

Table 2

Comparison between the FE model results and the proposed model results.

Deformation type	End number	MFE (N·m)	Mmodel () (N·m)	MFE/Mmodel
Rotation at End 1 = 1 rad	End 1	36649000	36860593.34	0.994
	End 2	12222900	11962246.09	1.022
Rotation at End 2 = 1 rad	End 1	12222900	11962246.09	1.022
	End 2	17063300	16765176.8	1.018