Analysis of Tapered Timoshenko and Euler–Bernoulli Beams on an Elastic Foundation with Moving Loads

Table 2

Nondimensional and natural frequencies.

	Euler–Bernoulli (N = 13)		Timoshenko (N = 7)
1	9.869	3.141	9.793	3.129
2	39.479	6.283	34.737	5.893
3	88.866	9.426	61.809	7.861
4	156.339	12.503	1034.360	32.161