Purlin Selection & Span Table

Cold-formed Z and C purlins are lightweight, cost-effective roof and wall members for industrial buildings. This reference covers quick span selection, full load tables, and section data for Z and C sections.

Quick Reference: Typical Z Purlin Spans

Maximum span for single-span purlins (butt-jointed and sleeved) at 1200mm centres, assuming 1.5 kN/m² imposed load.

Section Depth (mm)GaugeMax Span Butt (m)Max Span Sleeved (m)Typical Weight (kg/m)

Spans vary by load case and support conditions. Always check full load tables and verify with manufacturer data.

Full Butt Purlin Load Table

SectionGaugeSpan (m)UDL (kN/m)Point Load (kN)Moment Cap (kNm)

Z Purlin Section Data

DesignationDepth (mm)Flange (mm)Gauge (mm)Weight (kg/m)Moment Cap (kNm)

C Purlin Section Data

DesignationDepth (mm)Flange (mm)Gauge (mm)Weight (kg/m)Moment Cap (kNm)

Eaves Beam Section Data

Cold-formed eaves beams sit at the eaves of a portal frame, transferring cladding loads to the main frame. The data below is sourced from Albion Sections Technical Manual AS-2/2010 (S450 grade, Z275 galvanised coating).

DesignationDepth (mm)Flange Width (mm)Thickness (mm)Weight (kg/m)Grade

Section data is geometric and weight only. Load capacity must be verified from the manufacturer's load tables based on span, support conditions, and load case.

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