Page 528 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 528

Appen. D   Normal Modes of Uniform Beams                       515

                                                           TABLE D.4
                                              CHARACTERISTIC FUNCTIONS AND DERIVATIVES
                                                     CLAMPED-CLAMPED BEAM
                                                         SECOND MODE

                                    X                   1  ^          1 ^^2       _  1

                                    1       <#>2     ^    ß l  dx    ß i  dx^    '   ß i  dx^
                                   0.00   0.00000     0.00000      2.00000       -2.03693
                                   0.04    0.03301    0.33962       1.61764      -2.03483
                                   0.08    0.12305    0.60754       1.23660      -2.02097

                                   0.12    0.25670    0.80728      0.86004       -1.98590
                                   0.16    0.42070    0.93108      0.49261       -1.92267
                                   0.20    0.60211    0.99020      0.14007       -1.82682
                                   0.24    0.78852    0.98502     -0.19123       -1.69625
                                   0.28    0.96827    0.92013     -0.49475       -1.53113

                                   0.32    1.13068    0.80136     -0.76419       -1.33373
                                   0.36    1.26626    0.63565     -0.99384       -1.10821
                                   0.40    1.36694    0.43094     -  1.17895     -0.86040
                                   0.44    1.42619    0.19593     -1.31600       -0.59748
                                   0.48    1.43920   -0.06012     -1.40289       -0.32772

                                   0.52    1.40289   -0.32772     -  1.43920     -0.06012
                                   0.56    1.31600   -0.59748     -  1.42619       0.19593
                                   0.60    1.17895   -0.86040     -1.36694         0.43094
                                   0.64    0.99384   -1.10821     -1.26626         0.63565
                                   0.68    0.76419   -  1.33373   -1.13068         0.80136

                                   0.72    0.49475   -  1.53113   -0.96827         0.92013
                                   0.76    0.19123   -1.69625     -0.78852         0.98502
                                   0.80  -0.14007    -  1.82682   -0.60211         0.99020
                                   0.84  -0.49261    -1.92267     -0.42070         0.93108
                                   0.88  -0.86004    -  1.98590   -0.25670         0.80428

                                   0.92  -1.23660    -2.02097     -0.12305         0.60754
                                   0.96  -1.61764    -2.03483     -0.03301         0.33962
                                    1.00  -2.00000   -2.03693      0.00000         0.00000
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