Roof Purlin Span Tables

For 2x4s purlins the posts are spaced in 4 feet distance.

Roof purlin span tables.

Table top crane truck and utes. Purlin load tables simple span capacities 1. Need a quote or have a building project in mind. As per as1684 and as4055 spanman adopts a nett pressure coefficient applied along the full length of the purlin of cpn 2 0 for non cyclonic zones n1 to n6 and cpn 2 5 for cyclonic zones c1 to c4.

See gallery for more videos. Span tables for purlin supporting rafters to bs 5268 7 6 imposed loads of 0 75 kn m snow load are applicable to most areas where the altitude does not exceed 100 metres refer to bs 6399 3 imposed loads of 1 kn m snow load are applicable to most areas where the altitude exceeds 100 metres but does not exceed 200 metres but excluding parts of scotland pennines north east england refer to bs 6399 3. Capacities listed in the fully braced column are the allowable load for cases where the compression. Just give us a call or email and we can help you out with quantities and.

If the space between posts is greater than 8 feet then brace is needed to avoid buckling. Z purlin and girt section properties. 20 95 30 d c a b variable angle 18 x 22 holes 34 x 10 recess upturned lip z sections standard z the following diagrams and tables illustrate the sizes and thicknesses readily available for. Here is the formula for calculation of a roof purlin.

These span tables are to be used for structures that fall within the definition of open buildings i e. They are available in galvanized and stainless steel and can be coated in zam and or prime painted. Of a fascia purlin in fascia applications. The weight of the section has not been subtracted from these values.

Cos of live load dead load x cos of the purlin spacing x purlin span squared 8 x sm section modulus of the member x duration of load 1 15 in areas with snowfall x cr repetitive member factor of 1 15 where members are 24 on center or less fb fiberstress required. We have a large assortment of building materials that we can provide for your next project. Two or more sides open roof cladding adjacent to an open side to be at least 500mm from adjacent building or boundary. Non cyclonic area these span tables are for use in non cyclonic areas as defined by as 1170 2 2011 connections.

By the standard the most used placement of purlin span for metal roof is five foot intervals. The c section can be supplied as a standard configuration or with the top flange bent to suit the roof slope. C and z span load table. Capacities are total uniformly distributed load which can be supported by the section in the absence of axial load.

Roof purlins are used for fastening metal roof panels. In this section you ll find sample calculations for determining wind and snow loads as well as z purlin and z girt weight tables. Visit the roof framing page for more information on cutting roof rafters and visit the roof pitch calculator for determining rafter lengths based on rise and run. Purlins near roof edges or changes of roof slope are subject to higher wind forces than interior purlins.