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 .. 3 General .. 3 Structural Aluminium .. 3 Material Section Properties for 100 x 50 ALYSPAN Beam .. 4 Material Section Properties for 150 x 50 ALYSPAN Beam .. 5 Connections Schematics.
o Where patio covers are to be installed on an existing patio slab, the slab shall be in good condition. Posts shall be located where the slab is free from cracks, deterioration, honeycombing or where other poor workmanship exists. o It shall be the responsibility of the contractor to shore and brace as required. Structural Aluminium
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