Slab Specification Booklet

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Transcript of Slab Specification Booklet

  • 8/13/2019 Slab Specification Booklet

    1/16www.ultraspan.ca

  • 8/13/2019 Slab Specification Booklet

    2/161221 Sherwin Rd. Winnipeg, MB Canada R3H 0V

    10cm 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.

    10cmLoadTa

    ble

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

    StrandArea of

    Steel (mm2)Mn

    (kN-m)

    Span in metres

    2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7

    5 - 9mm 275 26.6 26.4 16.5 11.0 7.8 5.6 4.2 3.2 2.4

    6 - 9mm 330 31.1 31.1 19.5 13.1 9.3 6.8 5.1 3.9 3.0 2.2

    5 - 11mm 370 33.6 33.7 21.1 14.3 10.1 7.5 5.6 4.3 3.3 2.6 2.07 - 9mm 385 35.4 35.6 22.3 15.1 10.8 7.9 6.0 4.6 3.6 2.7 2.1

    8 - 9mm 440 38.0 37.7 24.1 16.3 11.6 8.6 6.5 5.1 4.0 3.1 2.5

    9 - 9mm 495 38.5 37.7 24.4 16.5 11.8 8.7 6.6 5.1 4.0 3.2 2.5 2.0

    7 - 11mm 518 37.4 37.7 23.7 16.0 11.4 8.5 6.4 5.0 3.9 3.0 2.4 1.9

    9 - 11mm 666 37.8 28.3 17.6 11.8 8.4 3.6 2.6 1.9 1.3 0.9 0.6 0.3

    11 - 11mm 814 38.2 28.6 17.8 12.0 8.5 3.7 2.6

    (Includes 0.5 kN/m2dead 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.

    Net Area 92 947 mm2

    Moment of Inertia 96.21 x 106mm4

    Centroid From Slab Bottom 50 mm

    Section Modulus, Top 1924 x 103mm3

    Section Modulus, Bottom 1924 x 103mm3

    Web Width 569 mm

    V/s Ratio 37 mm

    Self Weight 1.89 kN/m2

    192.2 kg/m2

    Strength of Concrete 40 MPa

    Strength at Release 28 MPa

    Unit Weight of Concrete 2400 kg/m3

    Ultimate Steel Strength 1860 MPa

    Strand Jacking Stress 1395 MPa

    Strand Type Low Relaxation

    Grout Joint Requirements 472 m2/m3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    34.534.5

    1197

    1200 MODULE

    1160 6

    100

    50

    COVER

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    94

    94

    94 94 94 94 94 94 94 94 94

    94 94 94 94 94 94 94 94 94

    94

    94 94

    CONCRETE

    63 63

    51 DIAM

    30

    12.5

  • 8/13/2019 Slab Specification Booklet

    3/16tel: 204/ 694-6666 fax: 204/ 694-6204 www.ultraspan.ca

    4 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.

    Load Table of Allowable Superimposed Service Loads in Pounds / sq. ft.

    StrandArea of Steel

    (In2)Mn

    (kip-ft.)

    Span in Feet

    6 8 10 12 14 16 18 20 22

    5 - 3/8 0.425 20.4 681 371 227 149 102 72 51

    6 - 3/8 0.510 23.9 802 439 271 180 125 89 63 44

    5 - 7/16 0.575 25.9 872 478 296 197 138 99 72 527 - 3/8 0.595 27.3 906 506 314 209 146 106 76 55 39

    8 - 3/8 0.680 30.4 906 566 352 236 166 121 89 65 47

    9 - 3/8 0.764 31.1 906 580 361 242 171 124 92 70 53

    7 - 7/16 0.805 30.4 906 566 352 236 166 121 90 67 51

    9 - 7/16 1.035 31 906 578 360 241 170 124 92 69 52

    11 - 7/16 1.265 31 780 426 263 174 121 86 62 45 32

    (Includes 10PSF 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.

    Net Area 150.36 in2

    Moment of Inertia 247.05 in4

    Centroid From Slab Bottom 2.00 in

    Section Modulus, Top 123.50 in3

    Section Modulus, Bottom 123.50 in3

    Web Width 23.00 in

    V/s Ratio 1.49 in

    Self Weight 40.4 psf

    Strength of Concrete 6000 psi

    Strength at Release 4000 psi

    Unit Weight of Concrete 150 pcf

    Ultimate Steel Strength 270 ksi

    Strand Jacking Stress 202.5 ksi

    Strand Type Low Relaxation

    Grout Joint Requirements 3947 ft2/yd3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    47 7/8''

    48'' MODULE

    COVER

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    3.70''

    CONCRETE2'' DIAM

    3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70''

    1.74'' 1.74''

    3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70'' 3.70''2.713'' 2.713''

    46 1/8''

    4''

    2''

    1/4''

    5/8''

    13/16''

  • 8/13/2019 Slab Specification Booklet

    4/161221 Sherwin Rd. Winnipeg, MB Canada R3H 0V

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

    StrandArea of

    Steel (mm2)Mn

    (kN-m)

    Span in metres

    4 4.5 5 5.5 6 6.5 7 7.5 8 9 9.5

    5 - 9mm 275 46.0 7.4 5.5 4.2 3.2 2.4 1.8

    6 - 9mm 330 54.4 12.6 9.6 7.5 5.9 4.7 3.8 3.1 2.5

    5 - 11mm 370 59.7 14.0 10.7 8.4 6.7 5.3 4.3 3.5 2.9 2.37 - 9mm 385 62.5 14.7 11.3 8.9 7.0 5.7 4.6 3.8 3.1 2.5

    8 - 9mm 440 70.3 16.7 12.9 10.2 8.1 6.6 5.4 4.4 3.6 3.0 2.1

    5 - 13mm 495 76.2 18.3 14.1 11.1 8.9 7.3 6.0 4.9 4.1 3.4 2.4

    8 - 11mm 592 89.5 19.6 16.9 13.4 10.8 8.8 7.3 6.0 5.1 4.3 3.0 2.6

    9 - 11mm 666 97.8 19.6 17.4 14.7 11.9 9.8 8.1 6.8 5.7 4.8 3.5 3.0

    7 - 13mm 693 95.4 19.6 17.4 14.3 11.6 9.5 7.8 6.6 5.5 4.6 3.3 2.8

    8 - 13mm 792 92.4 19.6 17.4 13.8 11.2 9.1 7.6 6.3 5.3 4.5 3.2 2.7

    9 - 13mm 891 89.6 15.9 12.3 9.6 7.7 6.2 5.1 4.2 3.4 2.8

    (Includes 0.5 kN/m2dead 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.

    Net Area 109 526 mm2

    Moment of Inertia 297.10 x 106mm4

    Centroid From Slab Bottom 75 mm

    Section Modulus, Top 3961 x 103mm3

    Section Modulus, Bottom 3961 x 103mm3

    Web Width 344 mm

    V/s Ratio 43.1 mm

    Self Weight 2.28 kN/m2232.6 kg/m2

    Strength of Concrete 40 MPa

    Strength at Release 28 MPa

    Unit Weight of Concrete 2400 kg/m3

    Ultimate Steel Strength 1860 MPa

    Strand Jacking Stress 1395 MPa

    Strand Type Low Relaxation

    Grout Joint Requirements 235 m2/m3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    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.

    15cmLoadTa

    ble

    46.546.5

    1197

    1200 MODULE

    138

    1160

    150

    75 C

    OVER

    138138138138138138

    138138138138138138

    CONCRETE

    97 97

    102 DIAM

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    138 138

    6

    38

    12.5

  • 8/13/2019 Slab Specification Booklet

    5/16tel: 204/ 694-6666 fax: 204/ 694-6204 www.ultraspan.ca

    6 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.

    Load Table of Allowable Superimposed Service Loads in Pounds / sq. ft.

    StrandArea of Steel

    (In2)Mn

    (kip-ft.)

    Span in Feet

    12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

    5 - 3/8 0.425 34.7 192 158 132 110 93 78 66 56 47 40 33

    6 - 3/8 0.510 41.1 323 270 228 194 167 144 124 108 94 82 72 63 55 48 42

    5 - 7/16 0.575 45.3 359 301 255 218 187 162 141 123 107 94 83 73 64 56 50 447 - 3/8 0.595 47.3 376 316 268 229 197 170 148 130 114 100 88 78 69 60 53 47 41

    8 - 3/8 0.680 53.3 429 360 306 262 226 196 172 150 132 117 104 92 82 72 64 57 51 45 40

    5 - 1/2 0.765 58.2 471 396 337 289 250 218 190 167 148 131 116 103 92 82 74 66 59 52 47

    8 - 7/16 0.920 68.3 480 443 401 345 299 261 229 202 179 159 142 127 114 102 92 83 75 67 61

    9 - 7/16 1.035 75.2 480 443 412 384 333 291 256 226 201 179 160 144 129 116 105 95 86 78 70

    7 - 1/2 1.071 76.9 480 443 412 385 341 298 263 232 206 184 164 148 133 120 108 98 88 80 73

    8 - 1/2 1.224 77.3 480 443 412 385 343 300 264 234 207 185 166 149 134 120 109 98 89 81 73

    9 - 1/2 1.377 75.4 480 443 412 385 334 292 257 227 202 180 161 144 130 117 105 95 86 78 71

    (Includes 10PSF 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.

    Net Area 180.74 in2

    Moment of Inertia 763.47 in4

    Centroid From Slab Bottom 3.00 in

    Section Modulus, Top 254.49 in3

    Section Modulus, Bottom 254.49 in3

    Web Width 14.75 in

    V/s Ratio 1.76 in

    Self Weight 47.1 psf

    Strength of Concrete 6000 psi

    Strength at Release 4000 psi

    Unit Weight of Concrete 150 pcf

    Ultimate Steel Strength 270 ksi

    Strand Jacking Stress 202.5 ksi

    Strand Type Low Relaxation

    Grout Joint Requirements 2311 ft2/yd3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    47 7/8''

    48'' MODULE

    COVER

    CONCRETE

    4''DIAMETER

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    6''

    3''

    5/8''

    11/2''

    46 1/8 '' 1/4''

    5 7/16 '' 5 7/16 '' 5 7/16 '' 5 7/16 '' 5 7/16 '' 5 7/16 '' 5 7/16 ''5 7/16 ''

    2 3/16'' 2 3/16''

    5 7/16 '' 5 7/16 '' 5 7/16 '' 5 7/16 '' 5 7/16 '' 5 7/16 '' 4 1/32''5 7/16 ''4 1/32''

  • 8/13/2019 Slab Specification Booklet

    6/161221 Sherwin Rd. Winnipeg, MB Canada R3H 0V

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

    StrandArea of

    Steel (mm2)Mn

    (kN-m)

    Span in metres

    4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5

    4 - 9mm 220 55.7 8.9 6.6 5.0 3.8 2.8 2.1 1.6

    5 - 9mm 275 69.0 11.5 8.7 6.6 5.1 4.0 3.1 2.4 1.8 1.4

    3 - 13mm 297 73.2 12.3 9.3 7.2 5.6 4.4 3.4 2.7 2.1 1.64 - 11mm 296 73.5 12.4 9.4 7.2 5.6 4.4 3.4 2.7 2.1 1.6

    6 - 9mm 330 82.0 14.0 10.7 8.3 6.5 5.1 4.1 3.2 2.6 2.0 1.6

    5 - 11mm 370 90.7 21.6 16.7 13.1 10.5 8.5 7.0 5.7 4.7 3.9 3.2 2.7 2.2

    7 - 9mm 385 94.7 22.7 17.5 13.8 11.1 9.0 7.4 6.1 5.0 4.2 3.5 2.9 2.4 2.0

    4 - 13mm 396 95.9 23.0 17.7 14.0 11.2 9.1 7.5 6.2 5.1 4.3 3.5 2.9 2.4 2.0

    6 - 11mm 444 107.4 25.4 20.1 15.9 12.8 10.4 8.6 7.1 6.0 5.0 4.2 3.5 3.0 2.5 2.1

    5 - 13mm 495 117.8 25.4 22.3 17.6 14.2 11.6 9.6 8.0 6.7 5.7 4.8 4.1 3.4 2.9 2.5

    7 - 11mm 518 123.6 25.4 22.6 18.6 15.0 12.3 10.2 8.5 7.2 6.1 5.1 4.4 3.7 3.2 2.7

    6 - 13mm 594 138.7 25.4 22.6 20.3 17.1 14.1 11.7 9.8 8.3 7.0 6.0 5.1 4.4 3.8 3.3

    7 - 13mm 693 158.7 25.4 22.6 20.3 18.5 16.4 13.7 11.5 9.8 8.3 7.2 6.2 5.3 4.6 4.0

    (Includes 0.5 kN/m2dead 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.

    20cmLoadTa

    ble

    Net Area 138 658 mm2

    Moment of Inertia 683.03 x 106mm4

    Centroid From Slab Bottom 100 mm

    Section Modulus, Top 6830 x 103mm3

    Section Modulus, Bottom 6830 x 103mm3

    Web Width 314 mm

    V/s Ratio 52.2 mm

    Self Weight 2.87 kN/m2

    292.18 kg/m2

    Strength of Concrete 40 MPa

    Strength at Release 28 MPa

    Unit Weight of Concrete 2400 kg/m3

    Ultimate Steel Strength 1860 MPa

    Strand Jacking Stress 1395 MPa

    Strand Type Low Relaxation

    Grout Joint Requirements 241 m2/m3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    20cm 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.

    187 187

    37.5

    1197

    1200 MODULE

    143DIA

    METER

    1160

    200

    100

    CONCRETECOVER

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    187 187 187187

    187 187 187 187187 112112

    6

    37.5

    38

    38

    12.5

  • 8/13/2019 Slab Specification Booklet

    7/16tel: 204/ 694-6666 fax: 204/ 694-6204 www.ultraspan.ca

    8 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.

    Load Table of Allowable Superimposed Service Loads in Pounds / sq. ft.

    StrandArea of Steel

    (In2)Mn

    (kip-ft.)

    Span in Feet

    14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35

    4 - 3/8 0.340 42 158 132 110 93 78 66 55 46

    5 - 3/8 0.425 52.1 206 174 147 126 107 92 79 67 58 49 41 35 29

    3 - 1/2 0.459 55.5 222 188 160 137 117 101 87 75 64 55 47 40 34 284 - 7/16 0.460 55.6 223 188 160 137 118 101 87 75 64 55 47 40 34 28

    6 - 3/8 0.510 61.9 253 215 183 157 136 117 102 88 77 66 57 50 43 36 31

    5 - 7/16 0.575 68.6 394 338 292 253 221 194 171 151 134 119 106 94 84 74 66 59 52

    7 - 3/8 0.595 71.6 413 354 306 266 233 205 180 160 142 126 112 100 89 79 71 63 56 50

    4 - 1/2 0.612 72.7 420 361 312 271 237 208 184 163 144 128 114 102 91 81 73 65 58 51 45 40

    6 - 7/16 0.690 81.2 475 408 353 308 270 238 210 187 166 149 133 119 107 96 86 77 69 62 56 50 44

    5 - 1/2 0.765 89.4 482 450 393 343 302 266 236 210 188 168 151 135 122 110 99 90 81 73 66 59 53 48

    7 - 7/16 0.805 93.7 482 450 414 362 318 281 249 222 199 178 160 144 130 117 106 96 87 79 71 64 58 52

    6 - 1/2 0.918 105.4 482 450 422 397 363 322 286 255 229 206 185 167 152 137 125 113 103 94 85 78 71 64

    7 - 1/2 1.071 120.8 482 450 422 397 375 356 334 299 269 242 219 198 180 164 149 136 124 114 104 95 87 80

    (Includes 10PSF 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.

    Net Area 225.78 in2

    Moment of Inertia 1767.90 in4

    Centroid From Slab Bottom 4.00 in

    Section Modulus, Top 442.22 in3

    Section Modulus, Bottom 442.22 in3

    Web Width 12.94 in

    V/s Ratio 2.13 in

    Self Weight 62.2 psf

    Strength of Concrete 6000 psi

    Strength at Release 4000 psi

    Unit Weight of Concrete 150 pcf

    Ultimate Steel Strength 270 ksi

    Strand Jacking Stress 202.5 ksi

    Strand Type Low Relaxation

    Grout Joint Requirements 1707 ft2/yd3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    47 7/8''

    48'' MODULE

    55/8

    DIA

    METER

    CONCRETECOVER

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    8'

    4''

    11/2''

    11/2''

    7 3/8'' 7 3/8'' 7 3/8'' 7 3/8'' 7 3/8'' 7 3/8''

    7 3/8'' 7 3/8'' 7 3/8'' 7 3/8'' 7 3/8'' 4 5/8''4 5/8''

    46 1/8''5/8''

    1/4''

    1 13/16'' 1 13/16''

  • 8/13/2019 Slab Specification Booklet

    8/161221 Sherwin Rd. Winnipeg, MB Canada R3H 0V

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

    StrandArea of

    Steel (mm2)Mn

    (kN-m)

    Span in metres

    4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5

    4 - 9mm 220 55.7 9.1 6.8 5.2 3.9 3.0 2.3 1.7

    5 - 9mm 275 69.0 11.7 8.8 6.8 5.3 4.2 3.3 2.6 2.0 1.6

    3 - 13mm 297 73.2 12.5 9.5 7.3 5.8 4.5 3.6 2.9 2.3 1.84 - 11mm 296 73.5 12.6 9.5 7.4 5.8 4.6 3.6 2.9 2.3 1.8

    6 - 9mm 330 82.0 14.2 10.8 8.4 6.7 5.3 4.3 3.4 2.8 2.2 1.7

    5 - 11mm 370 90.7 21.0 16.9 13.3 10.7 8.7 7.1 5.9 4.9 4.1 3.4 2.9 2.4

    7 - 9mm 385 94.7 21.0 17.7 14.0 11.2 9.2 7.5 6.2 5.2 4.4 3.7 3.1 2.6 2.1

    4 - 13mm 396 95.9 21.0 17.9 14.2 11.4 9.3 7.7 6.4 5.3 4.4 3.7 3.1 2.6 2.2 1.8

    6 - 11mm 444 107.4 21.0 18.7 16.1 13.0 10.6 8.8 7.3 6.2 5.2 4.4 3.7 3.2 2.7 2.3

    5 - 13mm 495 117.8 21.0 18.7 16.8 14.4 11.8 9.8 8.2 6.9 5.9 5.0 4.3 3.6 3.1 2.6

    7 - 11mm 518 123.6 21.0 18.7 16.8 15.2 12.5 10.4 8.7 7.4 6.2 5.3 4.6 3.9 3.3 2.9

    6 - 13mm 594 138.6 21.0 18.7 16.8 15.3 14.1 11.9 10.0 8.5 7.2 6.2 5.3 4.6 4.0 3.4

    7 - 13mm 693 158.2 21.0 18.7 16.8 15.3 14.1 13.0 11.6 9.9 8.5 7.3 6.3 5.5 4.8 4.2

    (Includes 0.5 kN/m2dead 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.

    20c

    mLightLoadTa

    ble

    Net Area 126 147 mm2

    Moment of Inertia 650.68 x 106mm4

    Centroid From Slab Bottom 100 mm

    Section Modulus, Top 6507 x 103mm3

    Section Modulus, Bottom 6507 x 103mm3

    Web Width 260 mm

    V/s Ratio 47.8 mm

    Self Weight 2.62 kN/m2

    267.8 kg/m2

    Strength of Concrete 40 MPa

    Strength at Release 28 MPa

    Unit Weight of Concrete 2400 kg/m3

    Ultimate Steel Strength 1860 MPa

    Strand Jacking Stress 1395 MPa

    Strand Type Low Relaxation

    Grout Joint Requirements 241 m2/m3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    20cm Light 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.

    187 187

    37.5

    1197

    1200 MODULE

    152DIA

    METER

    1160

    200

    100

    CONCRETECOVER

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    187 187 187187

    187 187 187 187187 112112

    6

    37.5

    38

    38

    12.5

  • 8/13/2019 Slab Specification Booklet

    9/16tel: 204/ 694-6666 fax: 204/ 694-6204 www.ultraspan.ca

    8 Light 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.

    Load Table of Allowable Superimposed Service Loads in Pounds / sq. ft.

    StrandArea of Steel

    (In2)Mn

    (kip-ft.)

    Span in Feet

    14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35

    4 - 3/8 0.34 42 162 136 114 97 82 70 59 50 42 35

    5 - 3/8 0.425 52.4 211 179 153 131 112 97 83 72 62 53 46 39 33

    3 - 1/2 0.459 55 224 190 162 139 120 103 90 78 67 58 50 43 37 314 - 7/16 0.46 55.6 227 192 164 141 122 105 91 79 68 59 51 44 38 32

    6 - 3/8 0.51 61.9 257 219 187 161 140 121 106 92 81 70 61 53 46 40 35 30

    5 - 7/16 0.575 68.6 398 342 296 257 225 198 175 155 138 123 110 98 87 78 70 63 56

    7 - 3/8 0.595 71.6 400 358 310 270 237 209 184 164 146 130 116 104 93 83 75 67 60 54

    4 - 1/2 0.612 72.7 400 365 316 275 241 212 188 167 148 132 118 106 95 85 77 69 62 55 49

    6 - 7/16 0.69 81.3 400 373 350 312 274 242 215 191 171 153 137 123 111 100 90 81 74 66 60 54

    5 - 1/2 0.765 89.4 400 373 350 330 306 270 240 214 192 172 155 139 126 114 103 94 85 77 70 63 57 52

    7 - 7/16 0.805 93.7 400 373 350 330 311 285 253 226 203 182 164 148 134 121 110 100 91 83 75 68 62 56

    6 - 1/2 0.918 105.4 400 373 350 330 311 295 281 259 233 210 189 171 156 141 129 117 107 98 89 82 75 68

    7 - 1/2 1.071 120.8 400 373 350 330 311 295 281 267 255 244 223 202 184 168 153 140 128 118 108 99 91 84

    (Includes 10PSF 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.

    Net Area 205.24 in2

    Moment of Inertia 1685.5 in4

    Centroid From Slab Bottom 4.00 in

    Section Modulus, Top 421.37 in3

    Section Modulus, Bottom 421.37 in3

    Web Width 10.69 in

    V/s Ratio 2.10

    Self Weight 56.9 psf

    Strength of Concrete 6000 psi

    Strength at Release 4000 psi

    Unit Weight of Concrete 150 pcf

    Ultimate Steel Strength 270 ksi

    Strand Jacking Stress 202.5 ksi

    Strand Type Low Relaxation

    Grout Joint Requirements 1707 ft2/yd3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    47 7/8''

    48'' MODULE

    6''D

    IAMETER

    CONCRETECOVER

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    8'

    4''

    1

    1/2''

    11/2''

    7 3/8'' 7 3/8'' 7 3/8'' 7 3/8'' 7 3/8'' 7 3/8''

    7 3/8'' 7 3/8'' 7 3/8'' 7 3/8'' 7 3/8'' 4 5/8''4 5/8''

    46 1/8''5/8''

    1/4''

    1 13/16'' 1 13/16''

  • 8/13/2019 Slab Specification Booklet

    10/161221 Sherwin Rd. Winnipeg, MB Canada R3H 0V

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

    Strand

    Areaof Steel(mm2)

    Mn(kN-m)

    Span in metres

    6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15

    4 - 9mm 219 74.1 4.3 3.3 2.5 1.9

    6 - 11mm 329 109.6 7.3 5.9 4.8 3.9 3.2 2.6 2.0 1.64 - 13mm 395 129.1 9.0 7.4 6.1 5.0 4.1 3.4 2.8 2.3 1.9 1.5

    8 - 11mm 438 144.1 14.5 12.0 10.1 8.5 7.2 6.1 5.2 4.5 3.8 3.3 2.8 2.4 2.0

    6 - 9mm 445 144.6 14.6 12.1 10.1 8.5 7.2 6.2 5.3 4.5 3.8 3.3 2.8 2.4 2.0

    10 - 11mm 548 177.4 15.4 14.3 12.9 11.0 9.4 8.0 6.9 6.0 5.2 4.5 3.9 3.4 3.0 2.5 2.2

    6 - 13mm 592 188.5 15.4 14.3 13.3 11.8 10.1 8.7 7.5 6.5 5.7 4.9 4.3 3.8 3.3 2.8 2.5 2.1 1.8

    8 - 9mm 594 188.9 15.4 14.3 13.3 11.8 10.1 8.7 7.5 6.5 5.7 5.0 4.3 3.8 3.3 2.9 2.5 2.1 1.8

    4+4 - 9+13mm 614 195.6 15.4 14.3 13.3 12.3 10.6 9.1 7.9 6.8 6.0 5.2 4.6 4.0 3.5 3.0 2.6 2.3 2.0

    10 - 9mm 742 231.2 15.4 14.3 13.3 12.4 11.6 10.9 9.7 8.5 7.5 6.6 5.8 5.1 4.5 4.0 3.5 3.1 2.7 2.4 2.1

    8 - 13mm 768 239.1 15.4 14.3 13.3 12.4 11.6 10.9 10.1 8.9 7.8 6.9 6.1 5.4 4.7 4.2 3.7 3.3 2.9 2.6 2.2

    5+5 - 9+13mm 790 244.1 15.4 14.3 13.3 12.4 11.6 10.9 10.3 9.1 8.0 7.0 6.2 5.5 4.9 4.3 3.8 3.4 3.0 2.7 2.3

    10 - 13mm 987 293.9 15.4 14.3 13.3 12.4 11.6 10.9 10.3 9.8 9.3 8.9 7.9 7.1 6.3 5.7 5.1 4.5 4.1 3.6 3.3

    (Includes 0.5 kN/m2dead 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.

    Net Area 149 262 mm2

    Moment of Inertia 1 252.3 x 106mm4

    Centroid From Slab Bottom 125 mm

    Section Modulus, Top 10 018 x 103mm3

    Section Modulus, Bottom 10 018 x 103mm3

    Web Width 217 mm

    V/s Ratio 55.3 mm

    Self Weight 3.15 kN/m2

    320.8 kg/m2

    Strength of Concrete 40 MPa

    Strength at Release 28 MPa

    Unit Weight of Concrete 2400 kg/m3

    Ultimate Steel Strength 1860 MPa

    Strand Jacking Stress 1395 MPa

    Strand Type Low Relaxation

    Grout Joint Requirements 161 m2/m3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    25cmLoadTa

    ble

    25cm 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.

    44 217 225 217 44

    2525

    1197

    1200 MODULE

    191DIAME

    TER

    1160

    250

    125

    32

    38

    225225

    225 225 225225

    38

    CONCRETECOVER

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    130 130

    6

    12.5

  • 8/13/2019 Slab Specification Booklet

    11/16tel: 204/ 694-6666 fax: 204/ 694-6204 www.ultraspan.ca

    10 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.

    Load Table of Allowable Superimposed Service Loads in Pounds / sq. ft.

    Strand

    Area ofSteel(In2)

    Mn(kip-ft.)

    Span in Feet

    20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5

    4 - 7/16 0.460 74.2 126 110 96 83 73 63 55 47 41 35

    6 - 3/8 0.510 82.7 146 128 112 98 86 76 67 58 51 44 38 33

    4 - 1/2 0.612 97.7 181 160 141 125 111 98 87 78 69 61 54 47 41 36 31

    8 - 3/8 0.680 108.8 292 260 233 209 188 169 153 138 125 114 103 93 85 77 70 63 57 51 46 41

    6 - 7/16 0.690 109.3 293 262 234 210 189 170 154 139 126 114 104 94 85 77 70 63 57 52 47 42 37

    10 - 3/8 0.850 134.1 350 332 298 269 243 220 200 182 166 151 138 126 116 106 97 89 81 74 68 62 57 52 47 43

    6 - 1/2 0.918 142.9 350 334 319 290 262 238 216 197 180 164 150 138 126 116 106 98 90 82 76 69 64 58 53 48 44 40

    8 - 7/16 0.920 143 350 334 319 290 262 238 216 197 180 164 151 138 126 116 107 98 90 82 76 69 64 58 53 49 44 40 36

    4+4 - 7/16+1/2 1.072 164.6 350 334 319 305 292 281 256 234 214 197 181 166 153 141 130 120 111 102 94 87 80 74 69 63 58 53 49 45 41 38

    10 - 7/16 1.150 175.3 350 334 319 305 292 281 270 252 231 212 195 180 166 153 141 131 121 112 104 96 89 82 76 70 65 60 55 51 47 43 4

    8 - 1/2 1.224 185.6 350 334 319 305 292 281 270 260 248 228 210 193 178 165 153 141 131 121 113 104 97 90 83 77 72 66 62 57 53 49 4

    5+5 - 7/16+1/2 1.340 201 350 334 319 305 292 281 270 260 251 242 231 213 197 183 169 157 146 135 126 117 109 101 94 88 82 76 71 66 61 57 5

    10 - 1/2 1.530 185.6 350 334 319 305 292 281 270 260 248 228 210 193 178 165 153 141 131 121 113 104 97 90 83 77 72 66 62 57 53 49 4

    (Includes 10PSF 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.

    Net Area 247.99 in2

    Moment of Inertia 3262.4 in4

    Centroid From Slab Bottom 5.00 in

    Section Modulus, Top 652.46 in3

    Section Modulus, Bottom 652.46 in3

    Web Width 9.25 in

    V/s Ratio 2.28 in

    Self Weight 68.9 psf

    Strength of Concrete 6000 psi

    Strength at Release 4000 psi

    Unit Weight of Concrete 150 pcf

    Ultimate Steel Strength 270 ksi

    Strand Jacking Stress 202.5 ksi

    Strand Type Low Relaxation

    Grout Joint Requirements 1399 ft2/yd3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    47 7/8''

    48'' MODULE

    71/2''DIAM

    ETER

    46 1/8 ''

    CONCRETECOVER

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    1

    1/2''

    11/2''

    5/8''

    1/4''

    10''

    5''

    8 9/16'' 8 7/8 '' 8 7/8 '' 8 7/8 '' 8 9/16''

    8 7/8 '' 8 7/8 '' 8 7/8 '' 8 7/8 '' 5 5/16''5 5/16''

    11/4''

    2 1/16'' 2 1/16''

    1''1''

  • 8/13/2019 Slab Specification Booklet

    12/161221 Sherwin Rd. Winnipeg, MB Canada R3H 0V

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

    StrandArea of

    Steel (mm2)Mn

    (kN-m)

    Span in metres

    9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16 16.5

    6 - 9mm 330 137.3 2.7 2.2 1.7

    5 - 11mm 371 152.6 3.3 2.7 2.2 1.7 1.3

    4 - 13mm 395 162.3 3.7 3.0 2.5 2.0 1.65 - 13mm 495 200.7 7.7 6.7 5.8 5.0 4.3 3.7 3.2 2.8 2.4

    7 - 11mm 519 210.3 8.2 7.1 6.2 5.4 4.6 4.0 3.5 3.0 2.6 2.2

    6 - 13mm 594 238.2 9.7 8.4 7.3 6.4 5.6 4.9 4.3 3.8 3.3 2.8 2.5 2.1

    8 - 11mm 594 238.5 9.7 8.4 7.3 6.4 5.6 4.9 4.3 3.8 3.3 2.9 2.5 2.1 1.8

    7 - 13mm 693 274.9 11.5 10.1 8.9 7.8 6.9 6.1 5.4 4.7 4.2 3.7 3.2 2.9 2.5 2.2

    10 - 11mm 742 293.2 12.5 10.9 9.6 8.5 7.5 6.6 5.9 5.2 4.6 4.1 3.6 3.2 2.8 2.5 2.2

    8 - 13mm 792 310.6 13.4 11.7 10.3 9.1 8.1 7.2 6.4 5.7 5.1 4.5 4.0 3.6 3.2 2.8 2.5 2.2

    11 - 11mm 816 319.7 13.4 12.2 10.7 9.5 8.4 7.5 6.7 5.9 5.3 4.7 4.2 3.7 3.3 2.9 2.6 2.3

    9 - 13mm 891 345.0 13.4 12.7 11.8 10.4 9.3 8.3 7.4 6.6 5.9 5.3 4.7 4.2 3.8 3.4 3.0 2.7

    10 - 13mm 990 378.0 13.4 12.7 12.1 11.5 10.4 9.3 8.3 7.5 6.7 6.0 5.4 4.9 4.4 4.0 3.6 3.2

    11 - 13mm 1089 409.1 13.4 12.7 12.1 11.5 11.0 10.3 9.2 8.3 7.5 6.8 6.1 5.5 5.0 4.5 4.1 3.7

    (Includes 0.5 kN/m2dead 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.

    Net Area 165 511 mm

    Moment of Inertia 2 049.8 x 106mm4

    Centroid From Slab Bottom 150 mm

    Section Modulus, Top 13 665 x 103mm3

    Section Modulus, Bottom 13 665 x 103mm3

    Web Width 200 mm

    V/s Ratio 59.7 mm

    Self Weight 3.51 kN/m2

    358.44 kg/m2

    Strength of Concrete 40 MPa

    Strength at Release 28 MPa

    Unit Weight of Concrete 2400 kg/m3

    Ultimate Steel Strength 1860 MPa

    Strand Jacking Stress 1395 MPa

    Strand Type Low Relaxation

    Grout Joint Requirements 134 m2/m3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    30cmLoadTa

    ble

    30cm 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.

    50.5 264 284 284 264 50.5

    3232

    1197

    1200 MODULE

    236DIA

    METER

    284 284284

    1160

    300

    150

    CONCRETECOVER

    38

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    154 154

    32

    6

    38

    12.5

  • 8/13/2019 Slab Specification Booklet

    13/16tel: 204/ 694-6666 fax: 204/ 694-6204 www.ultraspan.ca

    12 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.

    Net Area 275.34 in2

    Moment of Inertia 5352.7 in4

    Centroid From Slab Bottom 6.00 in

    Section Modulus, Top 892.12 in3

    Section Modulus, Bottom 892.12 in3

    Web Width 8.50 in

    V/s Ratio 2.47 in

    Self Weight 77.1 psf

    Strength of Concrete 6000 psi

    Strength at Release 4000 psi

    Unit Weight of Concrete 150 pcf

    Ultimate Steel Strength 270 ksi

    Strand Jacking Stress 202.5 ksi

    Strand Type Low Relaxation

    Grout Joint Requirements 1161 ft2/yd3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    Load Table of Allowable Superimposed Service Loads in Pounds / sq. ft.

    Strand

    Area ofSteel(In2)

    Mn(kip-ft.)

    Span in Feet

    30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54

    6 - 3/8 0.510 103.5 51 44 38 32 27 22

    5 - 7/16 0.575 115.2 63 56 49 42 37 31 27

    4 - 1/2 0.612 122.6 71 63 55 49 43 37 32 27 23

    5 - 1/2 0.765 151.8 154 141 129 117 107 98 90 82 75 68 62 56 51

    7 - 7/16 0.805 159.0 164 150 137 126 115 105 97 88 81 74 67 61 56 51 46 41

    6 - 1/2 0.918 180.3 194 178 163 150 138 127 117 108 99 91 84 77 71 65 60 55 50 45 41

    8 - 7/16 0.920 180.3 194 178 163 150 138 127 117 108 99 91 84 77 71 65 60 55 50 45 41 37

    7 - 1/2 1.071 208.2 232 214 197 182 168 156 144 133 123 114 106 98 91 84 78 72 66 61 56 52 47 30 39

    10 - 7/16 1.115 222.0 252 232 214 198 183 170 157 146 135 126 117 108 101 93 87 80 74 69 64 59 54 43 46 42 38

    8 - 1/2 1.224 235.5 270 250 231 214 198 184 170 158 147 137 127 118 110 102 95 89 82 76 71 66 61 50 52 48 44

    11 - 7/16 1.265 242.3 280 258 239 221 205 190 177 164 153 142 133 123 115 107 100 93 86 80 75 69 64 56 55 51 47

    9 - 1/2 1.337 262.2 297 284 263 244 227 211 196 183 170 159 148 138 129 120 113 105 98 92 85 80 74 60 64 60 56

    10 - 1/2 1.530 288.0 297 288 279 270 255 237 221 206 193 180 168 157 147 138 129 121 113 106 99 93 87 69 76 71 67

    11 - 1/2 1.683 312.9 297 288 279 270 262 255 245 229 214 200 188 176 165 155 145 136 128 120 113 106 100 82 88 82 77

    (Includes 10PSF 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.

    47 7/8''

    48'' MODULE

    95/16''

    DIAME

    TER

    46 1/8''

    CONCRETECOVER

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE

    12''

    6''

    11/2

    ''

    11/2''

    5/8''

    1/4''

    10 5/8'' 11 3/16'' 11 3/16'' 10 5/8''

    2 1/8''2 1/8''

    11 3/16'' 11 3/16'' 11 3/16'' 6 9/32''6 9/32''

    1-1/4''1-1/4''

    1-1/4''

  • 8/13/2019 Slab Specification Booklet

    14/161221 Sherwin Rd. Winnipeg, MB Canada R3H 0V

    Net Area 233 212 mm2

    Moment of Inertia 4834.2 x 106mm4

    Centroid From Slab Bottom 202.3 mm

    Section Modulus, Top 24 450 x 103mm3

    Section Modulus, Bottom 23 899 x 103mm3

    Web Width 297 mm

    V/s Ratio 78.8 mm

    Self Weight 4.93 kN/m2

    502.2 kg/m2

    Strength of Concrete 40 MPa

    Strength at Release 28 MPa

    Unit Weight of Concrete 2400 kg/m3

    Ultimate Steel Strength 1860 MPa

    Strand Jacking Stress 1395 MPa

    Strand Type Low Relaxation

    Grout Joint Requirements 136.36 m2/m3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    40cmLoadTa

    ble

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

    Strand

    Areaof Steel(mm2)

    Mn(kN-m)

    Span in metres

    8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16 16.5 17 17.5 18

    4 - 13mm 396 228.5 6.3 5.3 4.4 3.6 2.9 2.4 1.9 1.4

    5 - 13mm 495 283.6 8.7 7.4 6.3 5.3 4.5 3.8 3.2 2.6 2.1 1.7 1.34 - 15mm 560 318.3 10.2 8.7 7.5 6.4 5.5 4.7 4.0 3.4 2.8 2.3 1.9 1.5

    6 - 13mm 594 337.7 15.9 13.8 12.0 10.5 9.2 8.1 7.1 6.2 5.5 4.8 4.2 3.6 3.1 2.7 2.3

    7 - 13mm 693 391.0 19.0 16.6 14.5 12.7 11.2 9.9 8.8 7.8 6.9 6.1 5.4 4.8 4.2 3.7 3.2 2.8

    5 - 15mm 700 393.6 19.2 16.7 14.6 12.9 11.3 10.0 8.9 7.8 6.9 6.2 5.5 4.8 4.3 3.7 3.3 2.9 2.5

    8 - 13mm 792 443.4 22.0 19.3 16.9 14.9 13.2 11.7 10.4 9.3 8.3 7.4 6.6 5.9 5.2 4.7 4.1 3.7 3.2 2.8 2.5

    6 - 15mm 840 467.1 23.4 20.5 18.0 15.9 14.1 12.5 11.2 10.0 8.9 8.0 7.1 6.4 5.7 5.1 4.6 4.1 3.6 3.2 2.8

    9 - 13mm 891 494.9 25.0 21.9 19.3 17.1 15.2 13.5 12.0 10.8 9.6 8.7 7.8 7.0 6.3 5.6 5.0 4.5 4.0 3.6 3.2 2.8

    10 - 13mm 990 545.5 27.9 24.5 21.6 19.2 17.1 15.2 13.6 12.2 11.0 9.9 8.9 8.0 7.3 6.6 5.9 5.3 4.8 4.3 3.9 3.5

    7 - 15mm 980 538.8 27.5 24.2 21.3 18.9 16.8 15.0 13.4 12.0 10.8 9.7 8.8 7.9 7.1 6.4 5.8 5.2 4.7 4.2 3.8 3.4

    11 - 13mm 1089 595.2 28.7 27.1 23.9 21.3 18.9 16.9 15.2 13.7 12.3 11.1 10.1 9.1 8.2 7.5 6.8 6.1 5.6 5.0 4.5 4.1

    8 - 15mm 1120 608.7 28.7 27.1 24.6 21.8 19.5 17.4 15.6 14.1 12.7 11.5 10.4 9.4 8.5 7.7 7.0 6.4 5.8 5.2 4.7 4.3

    1+8 - 13+15mm 1219 657.0 28.7 27.1 25.7 23.8 21.3 19.1 17.2 15.5 14.0 12.7 11.5 10.4 9.5 8.6 7.8 7.1 6.5 5.9 5.4 4.9

    2+8 - 13+15mm 1318 704.0 28.7 27.1 25.7 24.4 23.1 20.7 18.6 16.8 15.2 13.8 12.5 11.4 10.4 9.5 8.7 7.9 7.2 6.6 6.0 5.5

    3+8 - 13+15mm 1417 749.2 28.7 27.1 25.7 24.4 23.2 22.2 20.1 18.1 16.4 14.9 13.6 12.4 11.3 10.3 9.4 8.6 7.9 7.3 6.6 6.1

    (Includes 0.5 kN/m2dead 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.

    40cm 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.

    1197

    1134 6

    25.5

    1200 MODULE

    150 278 278 278 150

    193.7

    5

    400

    312.5

    R=CONCRETECOVER

    107.5

    35

    278 269278269

    25 25

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLLY ABOUT CENTERLINE

    63 215

    50

    37.5

    38

    38

    51.551.5

  • 8/13/2019 Slab Specification Booklet

    15/16tel: 204/ 694-6666 fax: 204/ 694-6204 www.ultraspan.ca

    16 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.

    Net Area 394.90 in2

    Moment of Inertia 12359.63 in4

    Centroid From Slab Bottom 8.30 in

    Section Modulus, Top 1604.20 in3

    Section Modulus, Bottom 1489.92 in3

    Web Width 13.86 in

    V/s Ratio 3.27 in

    Self Weight 107.01 psf

    Strength of Concrete 6000 psi

    Strength at Release 4000 psi

    Unit Weight of Concrete 150 pcf

    Ultimate Steel Strength 270 ksi

    Strand Jacking Stress 202.5 ksi

    Strand Type Low Relaxation

    Grout Joint Requirements 972 ft2/yd3

    Self weights are based on grouted section.

    Slab Selection and Material Properties

    Load Table of Allowable Superimposed Service Loads in Pounds / sq. ft.

    Strand

    Area ofSteel(In2)

    Mn(kip-ft.)

    Span in Feet

    28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59

    4-1/2 0.612 172.0 128 114 101 90 80 70 62 54 47 40

    5-1/2 0.765 213.5 178 160 145 131 118 106 95 86 77 68 61 54 47 41 36

    4-5/8 0.868 239.2 208 189 171 156 141 128 116 105 95 86 78 70 62 56 49 44 38 33

    6-1/2 0.918 254.4 226 206 187 170 155 141 129 117 106 96 87 79 71 64 57 51 45 40 35

    7-1/2 1.071 294.7 392 360 332 306 282 261 241 223 206 191 177 164 152 141 131 121 113 104 96 89 82 76 70 64 58 53 49 44 40

    5-5/8 1.085 293.1 390 358 329 303 280 259 239 221 205 190 176 163 151 140 130 120 111 103 95 88 81 75 69 63 58 53 48 43 39 35

    8-1/2 1.224 334.4 455 419 387 357 330 306 284 263 245 228 212 197 183 171 159 148 138 129 120 111 104 96 89 83 77 71 66 60 56 51 47 42

    6-5/8 1.302 344.7 472 435 401 371 343 318 295 274 255 237 221 206 192 179 167 155 145 135 126 117 109 102 95 88 82 76 70 65 60 55 50 46

    9-1/2 1.377 373.4 518 477 441 408 378 351 326 303 282 263 245 229 214 200 187 175 163 153 143 134 125 117 109 102 95 88 82 77 71 66 61 56

    10-1/2 1.530 411.9 579 534 494 458 425 395 368 343 320 298 279 261 244 229 214 201 188 177 166 155 146 137 128 120 113 106 99 92 86 81 75 70

    7-5/8 1.519 394.4 551 508 470 435 404 375 349 325 303 282 264 246 230 216 202 189 177 166 155 145 136 128 119 112 105 98 91 85 79 74 69 64

    11-1/2 1.683 449.7 639 591 547 507 471 438 409 381 356 333 312 292 274 257 241 226 213 200 188 177 166 156 147 138 130 122 115 108 101 95 89 84

    8-5/8 1.736 442.0 627 579 536 497 462 430 400 373 349 326 305 285 268 251 235 221 208 195 183 172 162 152 143 135 127 119 112 105 98 92 86 81

    1-1/2+8-5/8 1.889 476.1 643 621 583 542 503 469 437 408 381 357 334 314 294 276 260 244 230 216 203 192 181 170 160 151 142 134 126 119 112 105 98 91

    2-1/2+8-5/8 2.042 509.7 643 621 600 581 544 507 473 442 414 388 363 341 320 301 283 267 251 237 223 211 199 188 177 167 158 149 141 133 125 118 112 105

    3-1/2+8-5/8 2.195 542.6 643 621 600 581 563 545 509 476 446 418 392 368 346 326 307 289 273 257 243 229 217 205 194 183 173 164 155 146 139 131 124 117

    (Includes 10PSF 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.

    1''1''

    47 7/8''

    44 7/8''

    48'' MODULE

    R=CONCRETECOVER

    41/

    4''

    STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLLY ABOUT CENTERLINE

    16''

    75/8''

    11/2''

    11/2''

    13/8''

    10 19/32'' 10 15/16'' 10 15/16'' 10 19/32''

    10 15/16'' 10 15/16''10 15/16''6 1/32'' 6 1/32''

    1/4''

    1 1/4''

    2 1/2''

    2 13/32'' 2 13/32''

    125/16''

    11/2''

    23/16''

  • 8/13/2019 Slab Specification Booklet

    16/16

    Ultra-Span Technologies Inc.1221 Sherwin Rd.Winnipeg, MB CanadaR3H 0V1tel: (204) 694-6666fax: (204) 694-6204

    www.ultraspan.ca