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

Table 6

Critical buckling loads and their normalized values for example 2.

	0.95		0.6		0.4
0	9.869599	1	9.869599	1	9.869599	1
0.1	9.767448	0.98965	8.695862	0.881075	7.53605	0.763562
0.2	9.67209	0.979988	7.806693	0.790984	6.148034	0.622926
0.3	9.58769	0.971437	7.157659	0.725223	5.29744	0.536743
0.4	9.517094	0.964284	6.693711	0.678215	4.755724	0.481856
0.5	9.461763	0.958678	6.370312	0.645448	4.405123	0.446332