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Reinforcement Bars (Rebars)

All Steel Reinforcement Bars "Rebar" are imported and manufactured strictly in accordance to world-wide quality assurance standards of BS4449 : 2005 and or SS2: Part 2: 1999 and or SS560 : 2010

imgSteel Mass for Vaious Reinforcement Bars Size
Product Name BS4449:2005
SS2:1999
Rebar Ref.
SS560:2010
Rebar Ref.
Nominal Bar Diameter(mm) Nominal Cross Sectional Area(mm2) Mass Per Length(Kg/M)
High Tensile Deformed Reinforcement Bar T10 H10 10 78.5 0.617
T13 H13 13 133 1.042
T16 H16 16 201 1.579
T20 H20 20 314 2.466
T22 H22 22 380 2.984
T25 H25 25 491 3.854
T28 H28 28 616 4.834
T32 H32 32 804 6.313
T40 H40 40 1257 9.864
T50 H50 50 1963 15.413
Mild Steel Round Bar R6   6 28.3 0.222
R8   8 50.3 0.395
R10   10 78.5 0.617
R13   13 133 1.042


imgCOMPARISON(MECHANICAL PROPERTIES)
Specification SS2:1987
(Grade 460)
BS4449:1997
(Grade 460B)
SS2:1999
(Grade 500)
BS4449:2005
(Grade 500B)
SS560:2010
(Grade 500B)
Cross Sectional Area(mm2) Effective Cross Sectional Area(mm2) Effective Cross Sectional Area(mm2) Nominal Cross Sectional Area(mm2) Nominal Cross Sectional Area(mm2) Nominal Cross Sectional Area(mm2)
Upper Yield Sress(N/mm2) Min. 460 Min. 460 Min. 500 Min. 500
Max. 650
Min. 500
Max. 650
Tensile Strength(N/mm2) Min. 1.15*Yield Stress Min. 1.08*Yield Stress Min. 550 Min. 1.08*Yield Stress Min. 1.08*Yield Stress
Tensile to Yield Ratio Min. 1.15 Min. 1.08 Min. 1.05 Min. 1.08 Min. 1.08
Elongation after Fracture(%) Min. 12 Min. 14 Min. 14 N.A N.A
Total Elongation at Max.Froce Agt(%) N.A Min. 5 N.A Min. 5 Min. 5