Page 425 - Aircraft Stuctures for Engineering Student
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406  Stress analysis of aircraft components




             Aircraft are constructed primarily from thin metal skins which are capable of resisting
             in-plane tension and shear loads but buckle under comparatively low values of  in-
             plane compressive loads. The skins are therefore stiffened by longitudinal  stringers
             which. resist  the  in-plane  compressive loads  and,  at  the  same  time,  resist  small
             distributed loads normal to the plane of the skin. The effective length in compression
             of the stringers is reduced, in the case of fuselages, by transverse frames or bulkheads
             or, in the case of wings, by ribs. In addition, the frames and ribs resist concentrated
             loads in transverse planes and transmit them to the stringers and the plane of the skin.
             Thus, cantilever wings may be bolted to fuselage frames at the spar caps while under-
             carriage loads are transmitted  to the wing through spar and rib attachment points.
               Generally, frames and ribs are themselves fabricated from thin sheets of metal and
             therefore require stiffening members to distribute the concentrated  loads to the thin
             webs. If the load is applied in the plane of a web the stiffeners must be aligned with
             the direction  of  the  load. Alternatively, if  this is  not  possible, the load  should  be
             applied at the intersection of two stiffeners so that each stiffener resists the component
             of  load  in  its  direction.  The  basic  principles  of  stiffener/web  construction  are
             illustrated in Example 10.13.

             Example 10.13
             A cantilever beam  (Fig.  10.40) carries concentrated  loads as shown. Calculate the
             distribution  of  stiffener  loads  and  the  shear  flow  distribution  in  the  web  panels
             assuming that the latter are effective only in shear.
               We note that stiffeners HKD and JK are required at the point of application of the
             4000 N  load  to resist  its vertical and  horizontal  components.  A  further transverse
             stiffener GJC is positioned  at the  unloaded  end  J  of  the  stiffener JK since stress








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