Outdoor Structural Applications

Rafters and Verandah Beams

Rafters F7 Span GuideĀ Sheet Roof – Maximum allowable spans (mm)
Rafter SizeSpacing 900mmRafter SizeSpacing 900mm
138 x 302150138 x 422800
185 x 302450185 x 423730
230 x 302600230 x 424400
280 x 303200280 x 424780

Note: 25 degree maximum pitch, N3, single span, combined ceiling and roof load of 25kg/m2. Use the drawing above to identify the relevant measurements for calculating rafter and verandah beam sizes.

Verandah Beams F7 Span Guide Sheet Roof – Maximum allowable spans (mm) Roof load width (mm)
Size (mm)9001200150018002100
138 x 4224702240206019101800
185 x 4230702770255023802230
230 x 4234503120287026702510
280 x 4236403300303028202650
Verandah Beams GL8 Span Guide Sheet Roof – Maximum allowable spans (mm) Roof load width (mm)
Size (mm)6009001200150018002100240027003000
180 x 65359033103000276025702410228021702070
240 x 65423039703680339031502960280026602550
280 x 65490046004280393036603440325031002960

Deck Bearers and Joists

Deck Joist F7 Span Guide Single Span – Maximum allowable spans (mm) Joist Spacing (mm)
Size (mm)450600
138 x 4221002000
185 x 4229002600
230 x 4235003300
280 x 4240003700
Deck Bearer F7 and GL8 Span Guide Single Span – Maximum allowable spans (mm) F7 – Floor Load Width (mm)
Size (mm)120018002400
185 x 42207017301530
230 x 42264022101940
280 x 42329027302390
GL8- Floor Load Width (mm)
Size (mm)180021002400
280 x 65344030002710
240 x 65292025502310
180 x 65216018901720
140 x 65165014501320

3.0 KPa Live Load – Single Span Spans may be increased by 10% when continuous over two or more spans. Refer to the formula Floor Load Width (FLW) calculations.

Posts

Sheet Roof – N1/N2/N3 Wind
8m210m212m215m225m230m235m2
Post Size D x B (mm)
88 x 884800480045004100320028002300
112 x 1124800480045004500450045004500
135 x 1354800480048004500450045004500
Tile Roof – N1/N2/N3 Wind
8m210m212m215m225m230m235m2
Post Size D x B (mm)
88 x 884800340028002600220020001500
112 x 1124800350033003000280025002300
135 x 1354800350033003000280025002400

NOTES: These Posts tables do not allow for any floor loading which may come on to the posts. N4, N5, and N6 wind are similar but each case should be checked by an engineer for specific loadings, e.g. added floor loads and bracing requirements.

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