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9.6 Torsion of open section beams  3 19





















               Fig. 9.37  Warping of an open section beam.

               Example 9.8
               Determine  the maximum shear stress and the warping distribution in the channel
               section  shown  in  Fig.  9.38  when  it  is  subjected  to  an  anticlockwise  torque  of
               10 N m. G = 25 000 N/mm'.


                 From the second of Eqs (9.61) it can be seen that the maximum shear stress occurs
               in the web of the section where the thickness is greatest. Also, from the first of Eqs
               (9.59)

                               J  = i(2 x 25 x  1S3 + 50 x 2S3) = 316.7mm4
               so that
                                         2.5  x  io x  io3
                                 Tmn  = f             = &78.9 N/mm'
                                             316.7

























               Fig. 9.38  Channel section of Example 9.8.
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