Construction of Uniaxial Interaction Diagram for Slender Reinforced Concrete Column Based on Nonlinear Finite Element Analysis

Table 3

Axial load and moment for SRC1.

Load, F	Δ	e	e+Δ	Moment, M = F(e+Δ)
(kN)	(mm)	(mm)	(m)	(kN.m)
1356.26	0	0	0	0
1196.91	11.3716	10	0.0213716	25.57988
1066.37	14.1933	20	0.0341933	36.46271
835.67	25.1304	30	0.0551304	46.07082
774.024	20.9338	40	0.0609338	47.16422
617.64	23.9412	50	0.0739412	45.66906
568.529	19.6088	60	0.0796088	45.25988
430.819	21.1345	80	0.1011345	43.57066
371.229	23.68	90	0.11368	42.20131
315.741	20.8916	110	0.1308916	41.32786
251.086	24.8036	120	0.1448036	36.35816
230.099	24.9041	130	0.1549041	35.64328
210.903	23.8936	140	0.1638936	34.56565
−128.361	0	0	0	0