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