A cantilever beam of length L and Young's modulus E is subjected to a bending at its free end. Compare the spring constants of beams with cross sections in the form of a solid circle, square, and hollow circle. Determine which of these cross sections leads to an economical design for a specified value of bending stiffness of the beam.
$$ k = \frac{3EI}{l^3}$$
$$ I = \frac{kl^3}{3E} = C.$$
For a solid circular section with diameter d.
$$ I_1 = \frac{\pi d^4}{64} = C $$
$$ d^4 = \frac{64 C}{\pi} \rightarrow d^2 = \sqrt{\frac{64C}{\pi}} $$
$$ G_1 = \frac{\pi d^2}{4}l = \frac{\pi l}{4}\sqrt{\frac{64C}{\pi}}$$
$$ G_1 = 3.5449 l \sqrt{C}.$$
For a hollow circular section with mean diameter \(d\) and wall thickness t=0.1d, weight of beam is equal to:
$$ G_2 = \frac{\pi l}{4}(d_o^4 - d_1^4)$$
$$ G_2 = \frac{\pi l}{4}((d+t)^2 - (d-t)^2)$$
$$ G_2 = \frac{\pi l}{4}4dt = \pi dtl$$
$$ G_2 = \pi l (0.1d^2) = 0.1 \pi l \sqrt{\frac{64C}{\pi}}$$
$$4 G_2 = 1.4180 l \sqrt{C}$$
For a square section with side d, weight of the beam \(G_3\) is:
$$ G_3 = d^2 l = l \sqrt{\frac{64C}{\pi}} $$
$$ G_3 = 4.5135 l \sqrt{C}$$
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