METRIC

0.76 1429.7

0.91 1717.3

1.22 2284.3

1.52 2856.1

2600 11.7 11.7 12.9 12.9 14.6 14.6 15.8 15.82800 10.4 10.4 11.4 11.4 13.0 14.13000 9.3 10.2 11.73200 8.42600 13.7 13.7 15.1 15.1 17.1 17.1 18.5 18.52800 12.2 12.2 13.4 13.4 15.3 15.3 16.5 16.53000 10.9 10.9 12.1 12.1 13.7 13.7 14.8 14.83200 9.9 9.9 10.9 10.9 12.4 13.53400 9.0 9.0 10.0 11.43600 8.3 k1 = 79.78313000 14.4 14.4 15.8 15.8 18.0 18.0 19.5 19.5 k2 = 71.29353200 13.1 13.1 14.4 14.4 16.4 16.4 17.7 17.7 k3 = 0.25763400 12.0 12.0 13.2 13.2 15.0 15.0 16.2 16.2 k4 = -0.06763600 11.0 11.0 12.1 12.1 13.8 13.8 14.9 14.93800 10.2 10.2 11.2 11.2 12.8 13.84000 9.5 10.4 11.94200 8.9 9.84400 7.93400 14.7 14.7 16.3 16.3 18.5 18.5 20.0 20.03600 13.6 13.6 15.0 15.0 17.1 17.1 18.5 18.53800 12.6 12.6 13.9 13.9 15.9 15.9 17.2 17.24000 11.8 11.8 13.0 13.0 14.8 16.04200 10.5 10.5 12.1 13.8 14.94400 9.1 10.8 13.0 14.04600 8.0 9.7

Continued on back

HI-BOND COMPOSITE FLOOR

HB306 Z275 GALVANIZED

Note SECTION MODULUS

MIDSPANSm

(mm3 x 103)

SUPPORTSs

(mm3 x 103)

26.67

MASS WITH ZF75

GALVANIZED(kg/m2)

2.55 0.105

2.90 0.120

Load Tables are based on the design of ONE-WAY composite slabs carrying uniformly distubuted loads on a simple span basis. For complete design criteria see the VICWEST Hi-Bond Composite Floor Designer's Manual.

1.

2.

NOMINALCORE

THICKNESS(mm)

AREA OF STEEL

(mm2)

A uniform loading in excess of 10 kPa (200 psf) is often an indication of concentrated or moving loads. Such conditions may require additional reinforcing steel. Contact VICWEST for additional design information

0.76

0.91

Slab Thickness h, is from underside of steel deck to top of concrete. Maximum span is not to exceed 32h.

3.2

Span

1.22

9.3

Base Steel Nominal Thickness

(mm)

h(mm)Slab Weight, W1(kN/m2)

Concrete Volume, (m3/m2)

1.52

16828

1Span

2Span

3Span

122.6

42.83

48.3960.10

11.64

2071.6

33.81

1Span

98.2

98.1

9.58.9

10.2

8.0

12.6

9.1

13.6

11.0

10.5

14.7

11.8

8.903149.52

2608.4

13.94

18.42

33.41

46.42

13.112.0

Shear Bond Coefficents

(PER METRE WIDTH)

In accordance with CSA Specification S136-07

Maximum Specified Uniformly Distributed Load in kN/m 2 (kPa)

21.5

30.1

166

13.6

32.1

MIDSPAN

Im(mm4 x 103)

MAXIMUM FACTORED REACTIONS

1572.3

Moment of Inertia

1488.4

EXTERIOR(kN)

1186.8

19.0

50.7

INTERIOR(kN)

2608.42088.8

42.94

43.17

DEPTH FROM NEUTRALAXIS TO

BOTTOM OF DECK Yb

(mm)

FULLIf

(mm4 x 103)

43.40 48.2 76.4

28103

132.8

26380

176

3.12 0.130

IC

133.2

(PER METRE WIDTH)

Composite Moment of Inertia, IC (mm4 x 103) Effective Depth, d (mm)

18.5

34040

31214

132.6

3Span

14.1

133.1

12.9

10.2

15.1

122.8

3Span

28703107.6

2Span

26309

Properties and loads are based on Grade 230 steel (Grade 33 steel) with a minimum yield stress of 230 MPa (33,000 psi) and a maximum stress under Factored loads of 207 MPa (29,700 psi).

11.411.710.4

12.213.7

14.4

10.9

1Span

2Span

3Span

20.0

15.3

1Span

13.4

15.8

18.5

2.32 0.095

13.5

12.8

9.99.0

21814

4.

Load values are based on Normal Weight Concrete (density of 2300 kg/m3) (145 pcf) with a minimum compressive strength of 20.7 MPa (3,000 psi) and a Modular Ratio n=9

5.

17.2

14.9

12.110.910.0

17.1

13.0

14.815.9

18.5

13.816.0

16.415.013.8

18.017.7

10.4

9.7

14.413.212.111.2

13.9

16.214.913.8

10.8

13.0

15.8

16.315.0

12.1

19.5

16.514.8

12.4

14.6

17.1

13.7

13.0

IC dd IC d

123.2108.2

17953

19978

108.1

22205

107.8

23669 123.1

IC

141

59.0623.03

151

13790

17920

Base Steel Nominal

Thickness(mm)

Span(mm)

16398

14721

97.8

97.6

d

1.52

0.76

0.91

1.22

PHYSICALPROPERTIESSTEEL PROPERTIES

PHYSICALPROPERTIESCOMPOSITE SLAB

LOAD TABLE

LIMIT STATESDESIGN

SLAB THICKNESS

VW00147EN10/10

In accordance with ongoing efforts to improve our products and their performance, Vicwest reserves the right to change without notice the specifications contained herein.

The contents herein are for general information and illustrative purposes only and are not intended to serve as any type of advice. Every effort is made to ensure the accuracy of the information included in this brochure and it is believed that the information contained herein is accurate and reliable as of the date of publication. Vicwest, however, does not warrant or represent the accuracy or reliability of any information included in this brochure. Any reliance on any information without consultation with Vicwest or a duly authorized representative shall be at the user's own risk. ©2010, Vicwest – All rights reserved

IMPERIAL

.030 0.675

.036 0.811

.048 1.079

.060 1.349

8'-6" 242 242 274 274 306 306 338 3389'-0" 221 221 250 250 279 3089'-6" 203 203 230 256 283

10'-0" 187 2129'-6" 239 239 271 271 302 302 333 333

10'-0" 221 221 250 250 279 279 30810'-6" 205 205 232 232 259 28611'-0" 191 191 216 24211'-6" 179 20212'-0" 16810'-6" 269 269 304 304 340 340 375 37511'-0" 251 251 284 284 317 317 350 35011'-6" 236 236 267 267 298 298 329 32912'-0" 222 222 251 251 280 280 30912'-6" 209 209 237 237 264 29213'-0" 198 224 25013'-6" 188 21214'-0" 17311'-0" 311 311 352 352 393 393 400 40011'-6" 292 292 330 330 369 369 400 40012'-0" 275 275 311 311 348 348 384 38412'-6" 260 260 294 294 328 328 363 36313'-0" 245 245 279 279 311 34413'-6" 224 224 265 295 32614'-0" 204 246 281 311

HI-BOND COMPOSITE FLOOR

HB306 Z275 GALVANIZED

9. Load Table values allow for slab self weight.

Continued fromfront

Note

7. Hi-Bond composite load capacities are dependant on the material finish of the steel. VICWEST publishes load tables for ZF75 Galvanneal steel and Z275 Galvanized steel. For other finishes contact your local VICWEST office.

8. Loads for the deck acting as a Form include Slab Weight, W1 and a construction load of 1.0 kN/m2 (21 psf) Uniformly Distrubuted Live LoadOR2.0 kN/m (137 lb/ft) Transverse Live Load.

6. No additional reinforcing steel is required for the slab thicknesses shown on this table. For temperaturereinforcing (crack-control) steel, seethe VICWEST Hi-Bond Composite Floor Designer's Manual.

13.5056

6.00

4.314

IC

21.20534.309

7.00

15.0272

.060

.030

9.8324

12.7817

3.809

11.6945 3.800

3.814 12.6602

(PER FOOT WIDTH)

In accordance with CSA Specification S136-07

(PER FOOT WIDTH)

Composite Moment of Inertia, IC (inches4) Effective Depth, d (inches)

Span(inches)

.036

.048

Maximum Specified Uniformly Distributed Load in lb/ft 2 (psf)

Base Steel Nominal

Thickness(inches)

IC

5.50

1.0985

ddd IC d

18.96354.300

4.814 19.9067

4.809

4.800

16.0035

17.0599

25.6793

23.5495

5.291

3Span

302221 250

191

187

205

269

271

232216

179

239

20.69024.291

3Span

4.791

2Span

2Span

16.4067

375

198

294

304

188

209

292

224

329309

246

284267251237

311

352330

279623562

363

281

317298280

295

328348 384

400

344311

400369393

340

264

250203

242221

230

2Span

3.791

1Span

274

3Span

308

279259

333

279

308

350

338

3Span

1Span

1Span

306

256

3474

INTERIOR(pounds)

2Span

52352200

66.1 1.595

5.314

5.309

5.300

1302

1.91011.5296

1.691

1.7001.709

1473

2063

0.9591

MIDSPANIm

(inches4)

1.1514

Moment of Inertia

1.0899

EXTERIOR(pounds)

932

MASS WITH ZF75

GALVANIZED(lb/ft2)

4.717

686.15284.0

1.5170

0.6289

30331019.1

MAXIMUM FACTORED REACTIONS

10.4972

SECTION MODULUS

MIDSPANSm

(inches3)

SUPPORTSs

(inches3)

0.4961

IC

0.8634 0.90011.1179

2.384

222

245260

204

275

224

251236

311

54.0 1.287

6.50

.036

1Span

.060

Base Steel Nominal Thickness

(inches)

.048

.030

47.9 1.133

60.0 1.441

NOMINALCORE

THICKNESS(inches)

AREA OF STEEL(inches2)

h(inches)Slab Weight, W1(lb/ft2)

Concrete Volume, (cu yd/100 ft2)

DEPTH FROM NEUTRALAXIS TO

BOTTOM OF DECK Yb

(inches)

0.8691

FULLIf

(inches4)

2.855

3.774

0.6214

SLAB THICKNESS

LIMIT STATESDESIGN

PHYSICALPROPERTIESSTEEL PROFILE

PHYSICALPROPERTIESCOMPOSITE SLAB

LOAD TABLE

VW00147EN10/10

In accordance with ongoing efforts to improve our products and their performance, Vicwest reserves the right to change without notice the specifications contained herein.

The contents herein are for general information and illustrative purposes only and are not intended to serve as any type of advice. Every effort is made to ensure the accuracy of the information included in this brochure and it is believed that the information contained herein is accurate and reliable as of the date of publication. Vicwest, however, does not warrant or represent the accuracy or reliability of any information included in this brochure. Any reliance on any information without consultation with Vicwest or a duly authorized representative shall be at the user's own risk. ©2010, Vicwest – All rights reserved