guide to specification - Reid Construction Systems
guide to specification - Reid Construction Systems
guide to specification - Reid Construction Systems
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S4.2 Span Tables<br />
Residential Application<br />
Floor Load = 1.5kPa / 1.8kN Dead Load = allow 0.8kPa<br />
30mm Flexus Modular Floor and MSG12 Timber<br />
Module o/a depth (mm) Truss Type /<br />
Spacing<br />
Truss Spacing Maximum Span (mm)<br />
290 PrydaSpan PS25 up <strong>to</strong> 600 crs 4800<br />
340 PrydaSpan PS30 up <strong>to</strong> 600 crs 5300<br />
450 PrydaSpan PS40 up <strong>to</strong> 600 crs 6200<br />
290 Longreach up <strong>to</strong> 600 crs 4800<br />
340 Longreach up <strong>to</strong> 600 crs 5300<br />
450 Longreach up <strong>to</strong> 600 crs 6600<br />
290 PrydaSpan PS25 up <strong>to</strong> 400 crs 5300<br />
340 PrydaSpan PS30 up <strong>to</strong> 400 crs 5800<br />
450 PrydaSpan PS40 up <strong>to</strong> 400 crs 6800<br />
290 Longreach up <strong>to</strong> 400 crs 5300<br />
340 Longreach up <strong>to</strong> 400 crs 5800<br />
450 Longreach up <strong>to</strong> 400 crs 7200<br />
Commercial Application<br />
Floor Load = 3.0kPa / 2.7kN Dead Load = allow 0.8kPa<br />
30mm Flexus Modular Floor and MSG12 Timber<br />
Module o/a depth (mm) Truss Type /<br />
Spacing<br />
Truss Spacing Maximum Span (mm)<br />
290 PrydaSpan PS25 up <strong>to</strong> 400 crs 5000<br />
340 PrydaSpan PS30 up <strong>to</strong> 400 crs 5600<br />
450 PrydaSpan PS40 up <strong>to</strong> 400 crs 6600<br />
380 PrydaSpan PS25* up <strong>to</strong> 400 crs 6200<br />
430 PrydaSpan PS30* up <strong>to</strong> 400 crs 6750<br />
540 PrydaSpan PS40* up <strong>to</strong> 400 crs 7650<br />
600 Longreach* up <strong>to</strong> 400 crs 8500<br />
630 Longreach* up <strong>to</strong> 400 crs 8800<br />
*90mm x 90mm MSG12 Chords<br />
Notes: The span tables above are a <strong>guide</strong> only and all Flexus Modular Flooring designs must be checked<br />
by our Authorised Manufacturer or <strong>Reid</strong>’s engineering team. Module widths may need <strong>to</strong> be adjusted <strong>to</strong><br />
keep module weight within lifting or site constraints.<br />
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