Roof Purlin Span Tables

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.

Roof purlin span tables.

Of a fascia purlin in fascia applications. See gallery for more videos. Purlin load tables simple span capacities 1. The c section can be supplied as a standard configuration or with the top flange bent to suit the roof slope.

For 2x6s purlins the posts are spaced in 6 feet distance. The weight of the section has not been subtracted from these values. If the space between posts is greater than 8 feet then brace is needed to avoid buckling. Rafter span tables use these tables to determine lengths sizes and spacing of rafters based on a variety of factors such as species load grade spacing and pitch.

They are available in galvanized and stainless steel and can be coated in zam and or prime painted. Just give us a call or email and we can help you out with quantities and. Capacities are total uniformly distributed load which can be supported by the section in the absence of axial load. We have a large assortment of building materials that we can provide for your next project.

In this section you ll find sample calculations for determining wind and snow loads as well as z purlin and z girt weight tables. For 2x4s purlins the posts are spaced in 4 feet distance. Table top crane truck and utes. Tea gardens to kew and west to nowendoc.

These span tables are to be used for structures that fall within the definition of open buildings i e. Non cyclonic area these span tables are for use in non cyclonic areas as defined by as 1170 2 2011 connections. Here is the formula for calculation of a roof purlin. Two or more sides open roof cladding adjacent to an open side to be at least 500mm from adjacent building or boundary.

By the standard the most used placement of purlin span for metal roof is five foot intervals. 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. 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. C and z span load table.

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. Capacities listed in the fully braced column are the allowable load for cases where the compression. Need a quote or have a building project in mind. Purlins near roof edges or changes of roof slope are subject to higher wind forces than interior purlins.