A thin-walled member has a slit along its side as shown in the figure. Each segment has a constant thickness $t = 5 mm$ . Given that the shear centre, $O$ is located $e = 112 mm$ to the left of the web. Find the maximum shear stress and the angle of twist per unit length. Take $G = 80 GPa$ . The internal shear force $V$ is $10 kN$ through the centroid.

Question

A thin-walled member has a slit along its side as shown in the figure. Each segment has a constant thickness

t = 5 mm

. Given that the shear centre,

O

is located

e = 112 mm

to the left of the web. Find the maximum shear stress and the angle of twist per unit length. Take

G = 80 GPa

. The internal shear force

V

is

10 kN

through the centroid.

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