reodata 4.0 - OneSteel Reinforcing

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onesteel Reinforcing REomEsh ® & REBaR are acRs accredited acRs – the australian certification authority for Reinforcing steels • ACRS is an independent third party assessment body which checks Reinforcement for compliance to AS/NZS 4671 Steel Reinforcing Materials • It tests both the steel supplied by the steel mills in Australia & overseas to Australian reinforcing mesh manufacturers, and the finished REBAR and REOMESH ® products delivered to builders and concreters • ACRS certification independently confirms the Standards compliance of the materials you buy • Ask for proof that the reinforcing mesh you are supplied complies with AS/NZS4671 Steel Reinforcing Materials • The easiest way to check this is ask to see your supplier’s ACRS certificate. full details of acRs can be found at acrs.net.au 72
steel Reinforcement institute of australia (sRia) technical notes OneSteel Reinforcing is proud to be a member of the SRIA. The following Technical Notes are available for download from the SRIA website. technical note 1: Surface Condition of Steel Reinforcement technical note 2: Substitution of N12 Rebar in AS 2870 Residential Slabs & Footings technical note 3: Restrictions on the Use of Wire Bar Chairs technical note 4: Fabrication and Site Handling of Reinforcing Bars technical note 5: Guidelines for Economical Assembly of Reinforcement technical note 6: Design to AS 3600 : 2001 of Suspended Concrete Floors Reinforced with Class L Mesh www.sria.com.au www.reinforcing.com | www.reinforcing.tv 73 73
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www.reinforcing. tv REINVENTING REI
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Along with REODATA, we also have a
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500PLUS ® ROMTECH ® Tunnel Girder
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Eco-BaR products include: • 500Pl
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Eco-REo products include tRUssDEK
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onesteel Reinforcing can meet the n
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Bar diameter (mm) REBAR 500PlUs ®
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newcastle Rod mill 500N MICROALLOY
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500PlUs ® REBaR Detailing informat
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in accordance with clause 13.2.2 of
Page 21 and 22: Lap lengths have been calculated co
Page 23 and 24: A2 f’ c ≥ 20 MPa B1 f’ c ≥
Page 25 and 26: in as 3600 : 2001, Clause 13.1.2.1
Page 27 and 28: A2 f’c ≥ 20 MPa B1 f’c ≥ 25
Page 29 and 30: accessories for REomEsh ® mesh Rou
Page 31 and 32: minimum Dimensions: standard hooks
Page 33 and 34: minimum Dimensions for standard sha
Page 35 and 36: Bending Reinforcing Bars to clause
Page 37 and 38: For larger diameter bars, the appli
Page 39 and 40: The design tensile capacities of fi
Page 41 and 42: PREFAB 500PlUs ® PREfaB 500PLUS ®
Page 43 and 44: 500PlUs ® BamtEc ® Reinforcing ca
Page 45 and 46: TRUSSDEK tRUssDEK ® long span stru
Page 47 and 48: PoolstEEl ® Specifically developed
Page 49 and 50: Longitudinal Wires onEmEsh ® trenc
Page 51 and 52: onEmEsh ® identification markings
Page 53 and 54: UtEmEsh ® The new UTEMESH ® is th
Page 55 and 56: ural mesh IRONBARK ® is a range of
Page 57 and 58: Vapour barriers and damp-proofing m
Page 59 and 60: ast.fsy - Product of reinforcing st
Page 61 and 62: load factor - Factor by which a loa
Page 63 and 64: strain - Ratio of elongation to ori
Page 65 and 66: material kg/m 3 Aluminium 2700 Bras
Page 67 and 68: Relevant concrete construction stan
Page 69 and 70: as/nZs 1170 : 2002 structural desig
Page 71: Does reinforcing bar and mesh compl
Page 75 and 76: newcastle onesteel Reinforcing 15 S
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reodata 4.0 - OneSteel Reinforcing

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