For a circular cross-section, the relationship between the maximum shear stress (qmax) and average shear stress (qav) is gives as

1
\(\rm q_{max}=\frac{9}{8}q_{av}\)
2
\(\rm q_{max}=\frac{4}{3}q_{av}\)
3
\(\rm q_{max}=\frac{3}{2}q_{av}\)
4
\(\rm q_{max}=\frac{8}{3}q_{av}\)

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