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5.4  Combined bending and in-plane loading  139










                      Y








              Fig. 5.13  Component of shear loads in the z direction.
              z direction due to the Nxy shear loads only is





              or
                                         a2 w       aNxy aw
                                     Nxy axay  sxsy + - - axsy
                                                     ax  ay
              neglecting terms of a lower order. Similarly, the contribution of N,,x is
                                         d2W        dN  aw
                                     Nyx axay  sxsy + -25  - sxsy
                                                     ay  ax
                The components arising from the direct forces per unit length are readily obtained
              from Fig. 5.12, namely




              or

                                         a2W       aN, dw
                                      N, - SXSY + - - 6x6~
                                         ax2        ax  ax
              and similarly




                The total force in the z direction is found from the summation of these expressions
              and is




                              +         SxSy + 2Nxy - + - - Sxby
                                                              8Nxy aw
                                                   d2W
                                                       SxSy
                                 ax  ay           aXaE'        ay  ax
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