Published online by Cambridge University Press: 28 July 2016
It is shown that weight can be saved, and stiffness gained by a proper choice of the design, that is the type of frame of any truss. A method is developed first to choose the best among several statically determinate designs. It is then demonstrated that, when a redundant truss has to carry one set of loads, it is always possible, by the removal of some bars, to get a statically determinate truss which is lighter, for the same ultimate stress. But the redundancy keeps its advantages when the structure has to carry several sets of loads in turn.
Note on page No 298 * In the original U is defined by ζ.
Note on page No 300 * In the original N' is denned by x.
Note on page No 301 * Any of the bars for which nk≠o might be chosen as the redundant bar.
Note on page No 302 * If, for all the bars, the absolute value of the axial force were to increase with |X|, Lwould be negative, which is impossible.
Note on page No 305 * The assumption Z<o would have led to
which is impossible