Reinforcement Bars

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    Reinforcing steel bars

    According to SN 42 139: 2007 B500B (formerly 10 505.9)

    Mill

    Nominaldiameter

    Diameter of outer cover

    area

    Cross ribheight Rib width Rib pitch

    Nominal crosssection area

    Weight of 1 m

    Minimum Nominal Maximum

    Dmm

    D2 mm

    hmm

    b1 = bmm

    Lmm cm

    2

    kg kg kg

    Wire Rod Mill 81 9.3 0.7 0.9 5.3 0.503 0.380 0.395 0.410

    MediumSection

    Mill

    10 11.6 0.80 1.0 6.5 0.785 0.57 0.617 0.69

    12 14.0 1.00 1.2 7.2 1.130 0.82 0.888 0.98

    14 16.6 1.10 1.4 8.4 1.154 1.13 1.21 1.30

    16 18.8 1.20 1.6 9.6 2.01 1.48 1.58 1.67

    18 21.0 1.30 1.8 10.5 2.54 1.88 2.00 2.10

    20 23.2 1.45 2.0 11.5 3.14 2.32 2.47 2.57

    22 25.4 1.65 2.2 13.0 3.80 2.81 2.98 3.11

    25 28.8 1.85 2.5 14.5 4.91 3.64 3.85 4.0128 32.0 2.05 2.8 15.5 6.16 4.58 4.83 5.02

    32 37.0 2.20 3.2 16.5 8.04 5.99 6.31 6.55

    1There is possibility to deliver in coils or bars upon agreement with production plant.

    Notice:

    The limit deviations of rib height h are: - to 16 mm + 40 %, - 25 % of mentioned value of size- from 18 mm 25 % of mentioned value of size

    Allowed deviations of ribs pitch L are 15 % in all extent of mentioned diameters.

    The diameter o f cover area is measured over longitudinal ribs

    According NORM B 4200/7:1987

    Mill

    Nominaldiameter

    Cross ribheight Rib width Rib pitch

    Nominal crosssection area

    Weight of 1 m

    Minimum Nominal Maximum

    Dmm

    hmaxmm

    bmm

    Lmin-maxmm cm

    2 kg kg kg

    Medium

    SectionMill

    10 1.02 1.0 6.39 - 8.64 0.785 0.587 0.617 0.647

    12 1.25 1.2 7.36 - 9.96 1.130 0.844 0.888 0.932

    14 1.47 1.4 8.33 - 11.27 1.154 1.15 1.21 1.27

    16 1.70 1.6 9.31 - 12.59 2.01 1.50 1.58 1.66

    18 1.73 1.8 10.28 - 13.91 2.54 1.90 2.00 2.1020 1.93 2.0 11.26 - 15.23 3.14 2.35 2.47 2.59

    24 2.35 2.4 13.20 - 17.86 4.52 3.38 3.55 3.72

    26 2.55 2.6 14.19 - 19.20 5.31 3.97 4.17 4.37

    30 2.95 3.0 16.13 - 21.82 7.07 5.28 5.55 5.82

    pic. SN, DIN

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  • 7/28/2019 Reinforcement Bars

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    Reinforcing steel bars

    According to SS-ENV 10 080:1995 + NAD(S) Grade B500 BT

    Mill

    Nominaldiameter

    Diameter of outer cover

    area

    Cross ribheight Rib width Rib pitch

    Nominalcross section

    area

    Weight of 1 m

    Minimum Nominal Maximum

    Dmm

    D2mm

    hmm

    bmin = bmaxmm

    Lmm cm

    2 kg kg kg

    MediumSection

    Mill

    10 11.6 0.6 1.0 7.48 - 5.52 0.785 0.59 0.617 0.64

    12 14.0 0.78 1.2 8.28 - 6.12 1.13 0.86 0.888 0.92

    14 16.6 0.91 1.4 9.66 - 7.14 1.54 1.17 1.21 1.25

    16 18.8 1.04 1.6 11.04 - 8.16 2.01 1.52 1.58 1.64

    20 23.2 1.30 2.0 13.8 - 10.2 3.14 2.38 2.47 2.57

    25 28.8 1.63 2.5 17.25 - 12.75 4.91 3.70 3.85 4.00

    28 32 .0 1.82 2.8 19.32 - 14.28 6.16 4.64 4.83 5.02

    32 37.0 1.85 3.2 22.1 - 16.4 8.04 6.06 6.31 6.56

    PN - ISO 6935-2:1998 +AK - Grade RB500W

    Mill

    Nominaldiameter

    Nominal crosssectional area Nominal mass

    Nominal massdeviation

    Dmm mm

    2 Kg/m %

    Wire-Rod Mill 8 50.3 0.395 +/-8

    MediumSection

    Mill

    10 78.3 0,617 +/-5

    12 113 0,888 +/-5

    16 201 1,58 +/-5

    20 314 2,47 +/-5

    25 491 3,85 +/-5

    32 804 6,31 +/-5

    obr. SS-ENV