Show that the index for selecting materials for a strong panel with the dimensions shown here, loaded in bending, with minimum embodied energy content is
where Hm is the embodied energy of the material, ρ is its density, and σy is its yield strength. To do so, rework the panel derivation in Section 9.11 by replacing the stiffness constraint with a constraint on failure load F requiring that it exceed a chosen value F where
where C2is a constant and I is the second moment of area of the panel: I 5 b h3/ 12 .
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