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3
                                   MOMEN KELEMBAMAN/INERSIA




                                                            2
                                                                                4
                                                                     2
                                                                                          4
                                                 3
                      Ix1 = 1/12 . 2 cm . (6 cm)   + 12 cm  . (2 cm)  = 36 cm  + 48 cm  = 84 cm     4
                                                                                        4
                                                                              4
                                                 3
                                                            2
                                                                     2
                      Ix2 = 1/12 . 6 cm . (2 cm)   + 12 cm . (2 cm)  = 4 cm  + 48 cm  = 56 cm     4
                      Jadi Ix = 140 cm  4
                      Momen kelembaman/Inersia terhadap sumbu y:
                      Rumus : Iy = I2y + F.a  2
                                                                                        4
                                                                     2
                                                           2
                                                 3
                                                                              4
                      Iy1 = 1/12 . 6 cm . (2 cm)  + 12 cm  . (1 cm)  = 4 cm  + 12 cm  = 16 cm     4
                                                                                         4
                                                 3
                                                           2
                                                                     2
                                                                               4
                      Iy2 = 1/12 . 2 cm . (6 cm)  + 12 cm  . (1 cm)  = 36 cm  + 12 cm  = 48 cm     4
                                      4
                      Jadi Iy = 64 cm

                   2.  Perhitungan Soal Nomor 2

                                                     Z1
                                           I                F1

                                                     F1        II


                                                                                                6 cm
                              9 cm                           Z2       F2

                                                               F2

                                5 cm
                                                                        Z3
                                    1 cm                       III             F3               2 cm


                                             3 cm                       F3
                                                 5 cm
                                                      7 cm
                                                4 cm          2 cm          4 cm


                                   Gambar 51. Perhitungan Latihan Soal Nomor 2 Momen Inersia

                      Perhitungan:
                      F1 = 6 cm . 2 cm = 12 cm
                                                  2
                      F2 = 2 cm . 6 cm = 12 cm
                                                  2
                      F3 = 6 cm . 2 cm = 12 cm
                                                  2
                                   2
                      ∑F = 36 cm
                      Koordinat titik berat masing-masing bagian penampang:
                      X1 = 3 cm, Y1 = 9 cm
                      X2 = 5 cm, Y2 = 5 cm
                      X3 = 7 cm, Y3 = 1 cm





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