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. 2016 Apr 27;16(5):601. doi: 10.3390/s16050601

Table 2.

Natural frequencies of the cantilever beam (Hz).

Mode No. Mode Type FEM Theory Modal Test Maximum Difference (%)
Location 1 Location 2 Location 3
1 1st Flexural 12.135 12.071 12.29 12.3 12.32 2.02
2 2nd Flexural 76.029 75.651 77.06 77.08 77.15 1.94
3 1st Lateral 120.44 n/a 119.5 n/a n/a 0.79
4 3rd Flexural 212.89 211.85 215.2 215.4 215.5 1.69
5 1st Torsional 341.41 n/a n/a n/a n/a n/a
6 4th Flexural 417.28 415.14 422.4 422.5 422.9 1.83
7 5th Flexural 690.06 686.19 698.3 698.3 698.9 1.81
8 2nd Lateral 739.77 n/a n/a n/a n/a n/a
9 2nd Torsional 1026.7 n/a n/a n/a n/a n/a
10 6th Flexural 1031.3 1025.1 1044 1044 1044 1.81