Page 294 - Aircraft Stuctures for Engineering Student
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Problems  275

                 If, at the same altitude, the aircraft encounters a sharp-edged vertical up-gust of
               18m/s true  airspeed, calculate the  changes in  the  lift  and  tail  load  and  also  the
               resultant load factor n.
                 The relevant data in the usual notation are as follows:

                                     Wing: S = 280m’,    aCL/aa  = 1.5
                                     Tail: ST = 28m2,   aC~,T/aa  = 2.0
                                   Weight W = 1600000N
                                        CM,O  = - 0.01

                                Mean chord E = 22.8 m
                 At  18 300m
                                           p = 0.116kg/m3

                 Am.  P = 267 852N, AP = 36257N, AL = 271 931 N, n = 1.19
                 P.8.8  An aircraft of all up weight 145 000 N has wings of area 50 m2 and mean
               chord  2.5m.  For  the  whole  aircraft  CD = 0.021 + O.O41C;,   for  the  wings
               dCL/da  = 4.8,  for  the  tailplane  of  area  9.0m2, dCL,T/da = 2.2  allowing for  the
               effects of downwash: and the pitching moment coefficient about the aerodynamic
               centre (of  complete aircraft less  tailplane) based  on wing  area  is  C,,  = -0.032.
               Geometric data are given in Fig. P.8.8.
                 During a steady glide with zero thrust  at 250m/s EAS in which CL = 0.08: the
               aircraft meets  a  downgust of  equivalent  ‘sharp-edged’ speed  6 m/s.  Calculate the
               tail load: the gust load factor and the forward inertia force, po = 1.223 kg/m3.
                 Ans.   P = -28  902 N (down), n = -0.64,  forward inertia force = 40 703 N.


                                             Datum for a parallel to no lift line of wings
                                                               CP of TIP
                                                              _a_-

                                                                   i
                                                       I
                                                    8.5 m
               Fig. P.8.8
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