Page 495 - Shigley's Mechanical Engineering Design
P. 495

bud29281_ch08_409-474.qxd  12/16/2009  7:11 pm  Page 470 pinnacle 203:MHDQ196:bud29281:0073529281:bud29281_pagefiles:







                 470    Mechanical Engineering Design

                                                                             20
                                                              M20 × 2.5
                                           40

                              Problem 8–68  70
                       Dimensions in millimeters.

                                           40
                                                                           20
                                                 80


                                 8–69     The bolted connection shown in the figure is subjected to a tensile shear load of 90 kN. The
                                          bolts are ISO class 5.8 and the material is cold-drawn AISI 1015 steel. Find the factor of safety
                                          of the connection for all possible modes of failure.


                                          35        60      60        35
                                                                                            15
                                                                              M20 × 2.5
                              Problem 8–69  35
                       Dimensions in millimeters.
                                          35
                                                                                          20
                                 8–70     The figure shows a connection that employs three SAE grade 4 bolts. The tensile shear load
                                          on the joint is 5000 lbf. The members are cold-drawn bars of AISI 1020 steel. Find the factor
                                          of safety for each possible mode of failure.


                                           5  in    1  1  in
                                           8         8                            5  in
                                                                                 16
                                                                  1  in-20 UNC
                                          5  in                   4
                                          8
                              Problem 8–70  1 in

                                          5  in  3
                                          8     1  in
                                                 16
                                                     3                          5
                                                    2  in                        in
                                                     8                         16
                                 8–71     A beam is made up by bolting together two cold-drawn bars of AISI 1018 steel as a lap joint,
                                          as shown in the figure. The bolts used are ISO 5.8. Ignoring any twisting, determine the fac-
                                          tor of safety of the connection.

                                            y
                                                      A
                                                               3.2 kN
                                                200    50  100        350
                              Problem 8–71                                               10
                       Dimensions in millimeters.                                  x           50
                                                                                        10
                                                      A    M12   1.75
                                                                                         Section A–A
   490   491   492   493   494   495   496   497   498   499   500