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394  Stress analysis of aircraft components

                   From column @
                                                6
                                                  P,,r = 764.4 N
                                               r=l
                   From column @





                   From column @


                                           c P y:r ( =-43680Nmm
                                                  r
                                           r= I
                   From Eqs (10.15)

                                   Sx,w = 0,  Sy,w = 10 x  lo3 - 764.4 = 9235.6N

                   Also, since Cx is an axis of symmetry, I,,  = 0 and Eq. (9.75) for the ‘open section’
                   shear flow reduces to





                   or

                                        9235’6  cBryr = -2.715  x 10-42Bryr
                                qb  = - 34.02 x lo6  r=l               r= 1

                   ‘Cutting’ the top walls of each cell and using Eq. (ii), we obtain the qb distribution
                   shown in Fig. 10.27. Evaluating 6 for each wall and substituting in Eq. (10.28) gives

                   for cell I



















                                      6          0          5     0    4
                   Fig. 10.27  qb (Wmrn) distribution in beam section of Example 10.9 (view along z axis towards C).
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