3.10 Fastening Pattern Tables – Designs to NZS 3604
Fastening Pattern Tables should be read in conjunction with the constraint of access and the span at which the point load will be the limiting factor.
The performance of profiled metal cladding depends on the profile shape, thickness of the metal, the span, and the fastening type and pattern. These values can be greatly enhanced by using load-spreading washers or thicker material.
3.10.2 Maximum Spans and Fastening Patterns for Corrugate Wall Cladding
The maximum span for pan-fastened wall cladding is generally governed by temporary deflection under load, rather than permanent deflection around the fastener.
"The Metal Roofing and Wall Cladding Code of Practice (COP) can be used to support designs for vertical corrugate cladding at spans greater than 480 mm. These spans are less than what is quoted for roofing, because in the case of wall cladding we have limited loads to a deflection limit as described in the attached table."
The deflection criteria used in this table is span/120 + P/30, where P = the space between fasteners. Higher deflection limits may be acceptable in certain circumstances.