Page 526 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 526

Appen. D   Normal Modes of Uniform Beams                       513


                                                           TABLE D.2
                                              CHARACTERISTIC FUNCTIONS AND DERIVATIVES
                                                      CLAMPED-CLAMPED BEAM
                                                          SECOND MODE
                                     X                   1  di>2   ,,   1            1 ^^2

                                    1        <t>2        ß2  dx                      ß i  dx^
                                    0.00    0.00000    0.00000      2.00000       -2.00155
                                    0.04    0.08834    0.52955       1.37202      -1.99205
                                    0.08    0.31214    0.86296      0.75386       -1.93186
                                    0.12    0.61058    1.00644      0.16713       -1.78813
                                    0.16    0.92602    0.97427     -0.35923       -1.54652
                                    0.20    1.20674    0.79030     -0.79450       -1.21002
                                    0.24    1.41005    0.48755     -1.11133       -0.79651
                                    0.28    1.50485    0.10660     -1.28991       -0.33555
                                    0.32    1.47357   -0.30736     -1.32106        0.13566
                                    0.36    1.31314   -0.70819     -1.20786        0.57665
                                    0.40    1.03457  '  -1.05271   -0.96605        0.94823
                                    0.44    0.66150   -1.30448     -0.62296        1.21670
                                    0.48    0.22751   -1.43728     -0.21508        1.35744
                                    0.52   -0.22751   -1.43728      0.21508        1.35744
                                    0.56   -0.66150   -1.30448      0.62296        1.21670
                                    0.60   -  1.03457  -  1.05271   0.96605        0.94823
                                    0.64   -1.31314   -0.70819       1.20786       0.57665
                                    0.68   -1.47357   -0.30736       1.32106       0.13566
                                    0.72   -1.50485    0.10660       1.28991      -0.33555
                                    0.76   -1.41005    0.48755       1.11133      -0.79651
                                    0.80   -1.20674    0.70930      0.79450       -1.21002
                                    0.84   -0.92602    0.97427      0.35923       -1.54652
                                    0.88   -0.61058    1.00644     -0.16713       -1.78813
                                    0.92   -0.31214    0.86296     -0.75386       -1.93186
                                    0.96   -0.08834    0.52955     -1.37202       -1.99205
                                    1.00    0.00000    0.00000     -2.00000       -2.00155
   521   522   523   524   525   526   527   528   529   530   531