Page 369 - Marks Calculation for Machine Design
P. 369

P1: Sanjay
                                      15:14
                          January 4, 2005
                 Brown˙C08
        Brown.cls
                                                    L
                                       H    MACHINE ASSEMBLY                      351
                              t
                               P
                                                                         P
                                Edge view          Side view
                              FIGURE 8.9  Fillet welds in a transverse joint.

                      As was the case with the lap joint in Fig. 8.8, the tensile force (P) is balanced by a
                    shear stress (τ fillet ) acting over the effective areas of both fillet welds, where each effective
                    area is again given by Eq. (8.70). Therefore, using the effective area of one weld given in
                    Eq. (8.70), the shear stress (τ fillet ) for the transverse joint shown in Fig. 8.9 is also given by
                    Eq. (8.71). Again, if there had been only one weld, then the shear stress (τ fillet ) would be
                    twice the value calculated from Eq. (8.71).
                      Another common fillet weld configuration, the tee joint, is shown in Fig. 8.10 where the
                    vertical load (P) acting on the joint is balanced by a shear stress (τ fillet ) over two weld strips
                    of length (L), a dimension perpendicular to the page, having a weld size (t).


                                                     P



                                                      H

                                              t




                                                     P
                                       FIGURE 8.10  Fillet welds in a tee joint.


                      As was the case with the lap joint in Fig. 8.8 and the transverse joint in Fig. 8.9, the
                    tensile force (P) acting on the tee joint is balanced by a shear stress (τ fillet ) acting over the
                    effective areas of both fillet welds, where each effective area is again given by Eq. (8.70).
                    Therefore, using the effective area of one weld given in Eq. (8.70), the shear stress (τ fillet )
                    for the transverse joint shown in Fig. 8.9 is also given by Eq. (8.71).
                      While unlikely, if there had been only one weld, then the shear stress (τ fillet ) would be
                    twice the value calculated from Eq. (8.71).
                      Based on these three fillet weld configurations, it is hoped that a pattern has been observed
                    in that the load (P) must be carried by a shear stress (τ fillet ), given by Eq. (8.71) acting over
                    a weld area equal to the weld throat (H) times the weld length (L), where the weld throat
                    is the weld size (t) times cos 45 (= 0.707), and is given in Eq. (8.70).
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