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11.4 Shear lag  463









                                                                       t















               Fig.  11.21  Compatibility condition for combined bending and axial load.



               which agrees with the assumed direction of shear flow and that y1 and   increase
               with z. Thus





               where y1 and v are functions of z only. Thus

                                                                                (1 1.41)

               Similarly, for an element of the lower panel


                                                                                ( 1 1.42)

               Subtraction of Eq. (1 1.42) from Eq. (1 1.41) eliminates d2v/ck2, i.e.
                                     dyl        1
                                           dz
                                                d
                                     d7   dyz  - -@&A  - EB1  - EB2)
               or, as before
                                   dql  dq2  - Gt  (2pA   pB1   pB2)            (1 1.43)
                                   dz    dz   dE   A     B    B
               In this particular problem the simplest method of solution is to choose PA as the
               unknown since, from Eqs (1 1.39)
                                           dql   dq2 -
                                           dz    dz    az2
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