Transcription of span tables
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span tables
ROSS Engineers have prepared these tables for use by people skilled in the design and specification of the type of structures covered. ROSS Engineers accepts no responsibility for misinterpretation of the information provided or omissions. Users should satisfy themselves as to the suitability of the span tables for their applications 21 Econo Place, Silverdale, NSW 2752 P 1300 132 787 F 02 4774 2679 SPAN tables 1 Contents Introduction .. 2 Australian Standards .. 2 Design Loadings .. 2 Base Loads .. 2 Wind Loads .. 2 Ultimate Limit State .. 2 Serviceability Limit State .. 2 Serviceability Deflection Limits .. 2 Roof Pitch .. 3 Posts .. 3 Construction Notes.
o Live Load (LL) – (1.8/A + 0.12 ≥ 0.25) kPa where A is the roof tributary area in m2. Span tables are designed for non-trafficable roofs Wind Loads o Span tables have been designed for the following wind classification regions: N1, N2, N3, N4, N5 Where: W u = ultimate wind load (upwards or downwards) W s
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