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

Table 8

Normalized buckling loads for example 3.

Case	1	2	3	4	5
	0	0.15	0.3	0.45	0.6
0.294283096	4.054726368	4.034826	3.965174	3.865672	3.746269
0.52331757	11.75376884	11.42211	10.78894	10.01508	9.140704
0.930604859	35.42211055	33.97487	31.13065	27.47236	22.9799
1.65487546	112.4170854	104.1457	92.38693	77.44221	57.70352
1.967989671	157.8341709	146.1256	128.598	106.3065	76.12563