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KAJIDAYA BAHAN


                    iii)  Terikan sisi


                                        -(Do –Df )
                                    sisi  =  ------------

                                             Do
                                                           -3
                                           -3
                                                -(30 x 10 ) –(29.994 x 10  )
                                           = -------------------------------------
                                                 -3
                                                             30 x 10
                                        -4
                                           = 2 x 10


                    iv)  Modulus Young
                                                 
                                 E  =  -------
                                               paksi

                                                  141.463 x 10 6
                                          =   ---------------------
                                                                  7.3125 x 10
                                               -4

                                             9     2
                                          = 193.454 x10  N/m

                    v)  Tenaga terikan

                                         1
                                 U = --- PL
                                              2

                                              1
                                                          -5
                                              3
                                          = ---- (100 x 10  ) ( 5.85 x 10  )
                                              2

                                                      = 2.925 J

                    vi)  Faktor keselamatan jika tegasan muktamad 230 MPa

                                        max/muktamad
                              F.K = ------------------
                                                          kerja

                                           6
                                                              230 x 10
                                          =  ----------------
                                               141.463  x 10 6

                                          = 1.63



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