Compression — where it appears
Named by 3 essays across 2 fields — each of them below, with the objects they name alongside it.
The tie that spends an afternoon as a strut
A tension member is chosen by its area and nothing else. A compression member is chosen by how that area is arranged. So a member whose force reverses under some load case is not merely being asked for the same number with the other sign — it is being designed against a different variable, and the same steel can carry seventy times more or less depending on a shape nobody chose for that purpose.
One drawing solves the whole truss
The method of joints solves a truss one joint at a time, and each solution is thrown away as soon as the next begins. Drawn instead of computed, the joints share their edges — every member's force appears once in a single figure, and the figure's own closure is the check.
Halving the panel buys a shorter strut
Subdividing a truss into more panels of the same span and depth barely changes the chord forces, because the couple that carries the moment has not moved. What it changes is the length of every compression member, and a buckling capacity goes as the inverse square of a length.
Named alongside it
The objects these essays reach for when they reach for this one.
BucklingSlendernessTensionTrussZero-force memberBracingChord forceConnectionCritical loadDeterminacyEffective lengthEquilibrium