Page 523 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 523

510                            Normal Modes of Uniform Beams   Appen. D

                       D.1  CLAMPED-CLAMPED  BEAM
                                                       n       ß j        i ß j y
                                                       1      4.7300     22.3733     1.0000
                                                       2      7.8532     61.6728     2.7565
                                                       3     10.9956     120.9034    5.4039






                       D.2  FREE-FREE BEAM
                             The  natural  frequencies  of the  free-free  beam  are  equal  to  those  of the  clam ped-
                             clam ped  beam.  The  characteristic  functions  of  the  free-free  beam  are  related  to
                             those  of the  clam ped-clam ped  beam  as  follows:


                                                        free-free          clam ped-d
                                                                    =
                                                          4>n                    4>:
                                                                    =
                                                          4>'n                   c
                                                          4>"n                   4>n
                                                          C         =            <t>'n


                       D.3  CLAMPED-FREE BEAM

                                                        n       ß J      ( ß j y
                                                        1      1.8751     3.5160     1.0000
                                                        2     4.6941     22.0345     6.2669
                                                        3     7.8548     61.6972     17.5475





                       D.4  CLAMPED-PINNED BEAM

                                                       n       ß n L      ( ß j y
                                                       1      3.9266      15.4182    1.0000
                                                       2      7.0686      49.9645    3.2406
                                                       3     10.2101     104.2477    6.7613
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