Dynamic Response of Double Elastic Cantilever Beam Attributed to Variable Uniformly Distributed Load

Table 1

Analysis of calculation results.

Figure	Maximum of numerical solution	Maximum of analytical solution	Errors%		Minimum of numerical solution	Minimum of analytical solution	Errors%
			Relative numerical solution	Relative analytical solution			Relative numerical solution	Relative analytical solution
5	0	2.536	——	——	-12.98	-13.62	4.9	4.7
6	3.431	3.593	4.7	4.5	-1.969	-2.078	5.5	5.2
7	244.7	257.8	5.4	5.1	-654.6	-624.2	4.6	4.9
8	145.3	152.7	5.1	4.8	-388.5	-369.9	4.8	5.0
9	0	1.884	——	——	0	-2.009	——	——
10	0	0	0	0	-2.939	-3.086	5.0	4.8
11	26.39	25.11	4.9	5.1	-23.19	-24.44	5.4	5.1
12	23.45	22.32	4.8	5.1	-20.59	-21.73	5.5	5.2