Span Tables Roof Purlin Spacing Australia

Rafter or uss spacing w lintel span sheet roofing tiled roofing roof load width rlw mm 1500 2100 4500 7500 1500 2100 4500 7500 maximum span of lintel mm.

Span tables roof purlin spacing australia. All spans to have 1 row of bridging. Max roof span allowed 12m. They have been generated using the latest version of the purlin and girt software developed by the centre for advanced structural engineering at the university of sydney and cover the full range of stratco z and c sections from 75mm through to 400mm depth. Flat roof span tables allow for a maximum roof pitch of 5º.

Cleated or bracketed fixing only no flange bolting. 29 norfolk close tuncurry nsw 2428 phone. The tables include a comprehensive range of span configurations. Roof load width rlw and floor load width flw can be determined from as1684 or from the images below.

02 6554 6422 email. Required size for a given span. 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. Cpe 0 9 and cpi 0 2.

Step 4 assume the wind classification for the area is n1 and the roofing profile is stramit corrugated cladding 0 48mm bmt thickness in a single span configuration. If the space between posts is greater than 8 feet then brace is needed to avoid buckling. Spacing should be interpreted as the centre to centre distance between adjacent parallel members. 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.

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. Safe roof purlins spans. If you want to know how to support roof purlins they are usually supported by 2 4 or 2 6 struts or posts. From span table c the maximum allowable single span is 2160mm.

The safe spans below are suitable for sheds and class 1 structures with the following assumptions. Spantec has prepared these tables for use by people skilled in the design and specification of the. Use recommended minimum roof pitches as specified by roof sheet supplier. Joists crippled over supports shall be considered as single span joists.

Purlins near roof edges or changes of roof slope are subject to higher wind forces than interior purlins. Reading off the empty under table with h 5m hc 2 5m span table c will be used to determine the spans. For 2x4s purlins the posts are spaced in 4 feet distance. High pressure zones kl 1 5 and 2 0 included.