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A thin-walled aluminium I-beam is shown in the figure below. For the shear loads shown, determine:
a) the centroidal moments of inertia IG, In, and IGxy,
b) the maximum direct stress;
c) the shear flow distribution near the fixed end; and
d) the deflection (translation and rotation) at the free end.
Assume the 100 N force is applied through the shear centre and that the properties of the aluminium are G = 30 GPa and E = 70 GPa.
Fig: Cross section of thin-walled tube
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