Continuous Z-purlins: what to specify beyond the cross-section
The purlin layout is not just a series of independent steel sections. In suitable solutions, the Z-sections are connected over the supports to achieve continuous action. Such a connection changes the distribution of forces and the requirements for the joints. The profile, the lap and the supports must therefore be considered together. Choosing the height and thickness of the Z-section alone does not yet describe the roof structure. A single-span beam and a continuous system behave differently under load. In a continuous system, the zones over the supports and the interaction between spans matter. Results from one model must not be transferred to another. Each requires its own assumptions regarding connections and stiffness.









