Buckling of Nonprismatic Column on Varying Elastic Foundation with Arbitrary Boundary Conditions

Table 2

Results for Case  3.

		Sway not permitted					Sway permitted
				(program)	(charts)	% Error			(program)	(charts)	% error
40	20	0.05	0.1	3.471079	3.467779	0.095%	0.15	0.3	0.86597	0.865333	0.074%
10	10	0.2	0.2	2.853986	2.85336	0.022%	0.6	0.6	0.69959	0.700268
2	2	1	1	1.668095	1.669237		3	3	0.29998	0.300244
0.4	0.1	5	20	1.097091	1.096461	0.057%	15	60	0.04668	0.046709