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' S. Timoshenko, Strength of Materials, Part I, Elementary Theory and Problems, Van Nostrand. New York.

' S. Timoshenko, Strength of Materials, Part I, Elementary Theory and Problems, Van Nostrand. New York.

The essential difference between the shear stress distributions in circular and rectangular members is illustrated in Fig. 5.1, where the shear stress distribution along the major and minor axes of a rectangular section together with that along a "radial" line to the corner of the section are indicated. The maximum shear stress is shown at the centre of the longer side, as noted above, and the stress at the corner is zero.

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