reodata 4.0 - OneSteel Reinforcing

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500PlUs ® REBaR standard hooks and cogs In accordance with Clause 13.1.2.6 of AS 3600 : 2009, a standard hook or cog provides half of the tensile development length for that end of the bar, measured from the outside of the hook/cog. In accordance with Clause 13.1.2.7, their details are as follows. standard hook standard cog REBAR A hook consisting of a 180 o bend around the appropriate pin complying with Clause 17.2.3.2 with a straight extension of 4db or 70 mm, whichever is greater, or a hook consisting of a 135 o bend with the same internal diameter and length as for a hook with a 180 o bend A cog consisting of a 90 o bend around the appropriate pin complying with Clause 17.2.3.2 but not greater than 8db and having the same total length as required for a 180 o hook of the same diameter bar 30
minimum Dimensions: standard hooks & cogs to clause 13.1.2.7 of as 3600 : 2009 D500n bar diameter, db (mm) Pin diameter factor, fp (Pin diameter dp=fpdb) 180o hook 135o hook 90o a (mm) b (mm) cog c (mm) 10 4 for fitments 5 100 105 120 130 140 155 12 4 for fitments 5 110 115 130 145 155 170 16 4 for fitments 5 120 130 150 165 185 205 20 4 for fitments 5 140 150 180 200 220 245 24 4 for fitments 5 170 180 220 240 265 295 28 5 210 280 345 32 5 240 320 395 36 5 270 355 440 40 5 300 395 490 www.reinforcing.com | www.reinforcing.tv 31 31
Page 1 and 2: www.reinforcing. tv REINVENTING REI
Page 3 and 4: Along with REODATA, we also have a
Page 5 and 6: 500PLUS ® ROMTECH ® Tunnel Girder
Page 7 and 8: Eco-BaR products include: • 500Pl
Page 9 and 10: Eco-REo products include tRUssDEK
Page 11 and 12: onesteel Reinforcing can meet the n
Page 13 and 14: Bar diameter (mm) REBAR 500PlUs ®
Page 15 and 16: newcastle Rod mill 500N MICROALLOY
Page 17 and 18: 500PlUs ® REBaR Detailing informat
Page 19 and 20: 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: accessories for REomEsh ® mesh Rou
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 and 72: Does reinforcing bar and mesh compl
Page 73 and 74: steel Reinforcement institute of au
Page 75 and 76: newcastle onesteel Reinforcing 15 S

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