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15cm Slab and Reinforcing Geometry These tables are for general descriptive purposes only. Actual design load tables are dependent on local codes and standards, material properties and product end usage. (Includes 0.5 kN/m 2 dead load) Values below lower heavy line indicate web shear controls. Values above upper heavy line indicate long-time camber less than zero with no superimposed service loads. 109 526 mm 2 297.10 x 10 6 mm 4 75 mm 3961 x 10 3 mm 3 3961 x 10 3 mm 3 344 mm 43.1 mm 2.28 kN/m 2 232.6 kg/m 2 Net Area Moment of Inertia Centroid From Slab Bottom Section Modulus, Top Section Modulus, Bottom Web Width V/s Ratio Self Weight Strength of Concrete Strength at Release Unit Weight of Concrete Ultimate Steel Strength Strand Jacking Stress Strand Type Grout Joint Requirements 40 MPa 28 MPa 2400 kg/m 3 1860 MPa 1395 MPa Low Relaxation 235 m 2 /m 3 Self weights are based on grouted section. 1221 Sherwin Rd. Winnipeg, MB Canada R3H 0V1 Load Table of Allowable Superimposed Service Loads in kN/sq. meter Slab Selection and Material Properties 15cm Load Table 150 75 38 46.5 46.5 138 138 138 138 138 138 138 138 97 138 138 138 138 138 138 138 97 1160 1200 MODULE STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE 1197 12.5 6 102 DIAM COVER CONCRETE Strand 5 - 9mm 275 46.0 7.4 4 4.5 5 5.5 6 6.5 7 7.5 8 9 9.5 12.6 14.0 14.7 16.7 18.3 19.6 19.6 19.6 5.5 9.6 10.7 11.3 12.9 14.1 16.9 17.4 17.4 4.2 7.5 8.4 8.9 10.2 11.1 13.4 14.7 14.3 3.2 5.9 6.7 7.0 8.1 8.9 10.8 11.9 11.6 2.4 4.7 5.3 5.7 6.6 7.3 8.8 9.8 9.5 1.8 3.8 4.3 4.6 5.4 6.0 7.3 8.1 7.8 3.1 3.5 3.8 4.4 4.9 6.0 6.8 6.6 2.5 2.9 3.1 3.6 4.1 5.1 5.7 5.5 2.3 2.5 3.0 3.4 4.3 4.8 4.6 2.1 2.4 3.0 3.5 3.3 2.6 3.0 2.8 54.4 59.7 62.5 70.3 76.2 89.5 97.8 95.4 330 370 385 440 495 592 666 693 6 - 9mm 5 - 11mm 7 - 9mm 8 - 9mm 5 - 13mm 8 - 11mm 9 - 11mm 7 - 13mm 19.6 17.4 13.8 11.2 9.1 7.6 6.3 5.3 4.5 3.2 2.7 92.4 792 8 - 13mm 15.9 12.3 9.6 7.7 6.2 5.1 4.2 3.4 2.8 89.6 891 9 - 13mm Area of Steel (mm 2 ) Mn (kN-m) Span in meters

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  • 15cm Slab and Reinforcing GeometryThese tables are for general descriptive purposes only.Actual design load tables are dependent on local codes and standards, material properties and product end usage.

    (Includes 0.5 kN/m2 dead load)Values below lower heavy line indicate web shear controls.Values above upper heavy line indicate long-time camber less than zero with no superimposed service loads.

    109 526 mm2

    297.10 x 106 mm4

    75 mm

    3961 x 103 mm3

    3961 x 103 mm3

    344 mm

    43.1 mm

    2.28 kN/m2

    232.6 kg/m2

    Net Area

    Moment of Inertia

    Centroid From Slab Bottom

    Section Modulus, Top

    Section Modulus, Bottom

    Web Width

    V/s Ratio

    Self Weight

    Strength of Concrete

    Strength at Release

    Unit Weight of Concrete

    Ultimate Steel Strength

    Strand Jacking Stress

    Strand Type

    Grout Joint Requirements

    40 MPa

    28 MPa

    2400 kg/m3

    1860 MPa

    1395 MPa

    Low Relaxation

    235 m2/m3

    Self weights are based on grouted section.

    1221 Sherwin Rd. Winnipeg, MB Canada R3H 0V1

    Load Table of Allowable Superimposed Service Loads in kN/sq. meter

    Slab Selection and Material Properties

    15

    cm

    Lo

    ad

    Ta

    ble

    150

    75

    38

    46.546.5

    138138138138138138138138

    97 138 138 138 138 138 138 138 97

    1160

    1200 MODULE

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    1197

    12.56

    102 DIAM

    COVER

    CONCRETE

    Strand

    5 - 9mm 275 46.0 7.4

    4 4.5 5 5.5 6 6.5 7 7.5 8 9 9.5

    12.6

    14.0

    14.7

    16.7

    18.3

    19.6

    19.6

    19.6

    5.5

    9.6

    10.7

    11.3

    12.9

    14.1

    16.9

    17.4

    17.4

    4.2

    7.5

    8.4

    8.9

    10.2

    11.1

    13.4

    14.7

    14.3

    3.2

    5.9

    6.7

    7.0

    8.1

    8.9

    10.8

    11.9

    11.6

    2.4

    4.7

    5.3

    5.7

    6.6

    7.3

    8.8

    9.8

    9.5

    1.8

    3.8

    4.3

    4.6

    5.4

    6.0

    7.3

    8.1

    7.8

    3.1

    3.5

    3.8

    4.4

    4.9

    6.0

    6.8

    6.6

    2.5

    2.9

    3.1

    3.6

    4.1

    5.1

    5.7

    5.5

    2.3

    2.5

    3.0

    3.4

    4.3

    4.8

    4.6

    2.1

    2.4

    3.0

    3.5

    3.3

    2.6

    3.0

    2.8

    54.4

    59.7

    62.5

    70.3

    76.2

    89.5

    97.8

    95.4

    330

    370

    385

    440

    495

    592

    666

    693

    6 - 9mm

    5 - 11mm

    7 - 9mm

    8 - 9mm

    5 - 13mm

    8 - 11mm

    9 - 11mm

    7 - 13mm

    19.6 17.4 13.8 11.2 9.1 7.6 6.3 5.3 4.5 3.2 2.792.47928 - 13mm

    15.9 12.3 9.6 7.7 6.2 5.1 4.2 3.4 2.8 89.68919 - 13mm

    Area ofSteel (mm2)

    Mn(kN-m)

    Span in meters

    fujitsuHighlight