Posing the problem

The three parts

Objective — the single number being minimised. Mass, cost, carbon, deflection, depth, number of distinct members. One number, because an algorithm cannot rank two things at once without being told how to trade them. Module 17 is about what to do when there genuinely are several.

Variables — what the algorithm may change. Member areas, node positions, which members exist at all, material choices. Continuous or discrete: a plate thickness is continuous, a rolled section is not, and that distinction changes which methods apply.

Constraints — what must remain true. Stress below a limit, deflection below a limit, a minimum member size the fabricator will supply, a maximum depth the floor zone allows. A design that violates one is not a poor design; it is not a design.

Written formally:

minimise f(x) subject to g(x) ≤ 0, h(x) = 0, and x_L ≤ x ≤ x_U

The formality matters less than the discipline of filling in all three. Most badly-posed optimisation problems are missing a constraint that the engineer assumed was obvious.

The four kinds

They differ in what they are allowed to change, and they belong at different stages.

Topology — what connects to what. Which members exist. The most powerful and the earliest, because it decides the load path. A topology result is a starting point for a design, never a design.

Layout — the discrete version. Start from a dense set of candidate members and remove the ones doing nothing. Sometimes treated as a kind of topology optimisation, and worth separating because the method is different: it is a search over a finite set.

Shape — where the nodes are, with the topology fixed. Truss depth, arch rise, the profile of a haunch.

Form-finding — a special case of shape where the geometry is an output of equilibrium rather than something chosen. Cable nets, membranes, funicular arches. Module 15's last lesson.

Size — how big each member is, with topology and shape fixed. The latest, the most automated, and the least powerful in terms of what it can save.

The savings available fall sharply from topology to size, and the certainty rises just as sharply. That tension does not resolve: the biggest opportunities are at the stage with the least information.

Objectives that are proxies

'Minimise weight' is almost never the real objective. It is a proxy for cost, or for carbon, or for foundation size, and it is a poor proxy for all three:

• Cost. Steel is cheaper per tonne in quantity, so more of a heavier section can cost less than less of a lighter one. Fabrication is driven by the number of distinct pieces and the complexity of connections, neither of which appears in weight.
• Carbon. Depends on the factor per tonne, which varies by a factor of three within 'steel' alone depending on recycled content and production route.
• Buildability. Entirely absent from weight, and often decisive.

When you write 'minimise mass', write down what it is standing in for and whether it is a good stand-in for that. Sometimes it is — for a long-span roof where the structure dominates everything else. Often it is not.