Structural Analysis II Section I.6

Section I.5 Torsion of Solid Non-Circular Shapes and Thick-Wall Tubular Shapes

Table A6.3 summarizes the formulas for torsional deflection and shear stress for a few solid shapes. These formulas are based on the assumption that the cross sections are free to warp. The material is assumed to be homogeneous and elastic.
To Index Page of Pure Torsion To Section I.4 To Section I.6