… in a closed thin-walled non-circular cross-section

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… in a closed thin-walled non-circular cross-section#

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Fig. 49 Figure 6.19 Hartsuijker and Welleman (2007)#

For closed thin-walled non-circular cross-sections the shear stress is defined by:

\[\tau = \frac{M_t}{2A_mt}, \quad I_t=\frac{4A_m^2}{\oint\frac{1}{t}dm}\]

This is treated in chapter 6.3.1 of the book Engineering Mechanics Volume 2 (Hartsuijker and Welleman, 2007).

Exercises#

Exercises 6.14, 6.16, 6.17, 6.20 of the book Engineering Mechanics Volume 2 (Hartsuijker and Welleman, 2007). Answers are available on this website.

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