Energy-efficient floor joists: embodied energy and shape. Floor joists are beams loaded in bending. They can be made of wood, of steel, or of steelreinforced concrete, with the shape factors listed below. For a given bending
stiffness and strength, which of these carries the lowest production-energy burden? The relevant data, drawn from the tables of Appendix A, are listed.
a. Start with stiffness. Locate from Eq. ( $10.20)$ of the text the material index for stiffness-limited, shaped beams of minimum mass. Adapt this to make the index for stiffness-limited, shaped beams of embodied energy by multiplying density $\rho$ by the embodied energy/kg, $H_{p}$. Use the modified index to rank the three beams.
b. Repeat the procedure, this time for strength, creating the appropriate index for strength-limited shaped beams at minimum energy content by adapting Eq. (10.28).
What do you conclude about the relative energy-penalty of design with wood and with steel?