They are available in galvanized and stainless steel and can be coated in zam and or prime painted.
Metal roof cee purlin span chart.
To know more about it read the following passage below that explain it into details.
The safe spans below are suitable for sheds and class 1 structures with the following assumptions.
Steel c purlins and c girts are also available with other depths and flange widths.
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Cpe 0 9 and cpi 0 2.
The sections are typically used to support roof and wall.
Lapping stratco z sections are designed with a wide and narrow flange.
There is an available purlin for every type of roofing material including purlin span for metal roof which is the most common material type to use this item.
Z purlin and girt section properties.
Max roof span allowed 12m.
Contact flexospan for information on purlin and girt structural steel dimensions.
Non cyclonic sites only cpe 0 9 and cpi 0 2 high pressure zones kl 1 5 and 2 0 included max roof span allowed 12m.
Galvaspan steel c section purlins come in different sizes and thicknesses to cater for your needs.
Purlins are usually supported by rafter building walls or the weight of the roof deck itself.
Roof purlins are used for fastening metal roof panels.
Individual mass and steel grade for each stratco section size is included in the table below.
High pressure zones kl 1 5 and 2 0 included.
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Steel wall girts and roof purlins are manufactured and sold onsite.
12 5 of span material stratco purlins are manufactured from hi tensile zinc coated steel complying with as1397 with a minimum yield stress of 450mpa and z350 g m coating mass.
C and z span load table.
Safe roof purlins spans.
In this section you ll find sample calculations for determining wind and snow loads as well as z purlin and z girt weight tables.
Metroll purlins and girts are manufactured from hi tensile g450 g500 or g550 galvanised steel with a minimum z350 350 g m2 galvanised coating conforming to as 1397.
Cleated or bracketed fixing only no flange bolting.
Safe roof purlins spans the safe spans below are suitable for sheds and class 1 structures with the following assumptions.
All spans to have 1 row of bridging.