METRIC

0.76 1262.7

0.91 1516.8

1.22 2017.8

1.52 2523.2

2200 9.0 9.0 10.0 10.0 11.4 11.4 12.4 12.42400 7.7 7.7 8.6 8.6 9.8 10.62600 6.7 7.4 8.5 9.32800 5.9 6.62400 9.2 9.2 10.2 10.2 11.7 11.7 12.7 12.72600 8.2 8.2 9.0 9.0 10.3 10.3 11.2 11.22800 7.3 7.3 8.1 8.1 9.2 10.03000 6.6 6.6 7.3 8.3 9.03200 6.0 6.63400 k1 = -70.22632600 11.1 11.1 12.3 12.3 14.1 14.1 15.3 15.3 k2 = 148.81302800 10.1 10.1 11.2 11.2 12.8 12.8 13.9 13.9 k3 = 0.39473000 9.2 9.2 10.2 10.2 11.7 11.7 12.7 12.7 k4 = -0.24563200 8.5 8.5 9.4 9.4 10.8 10.8 11.7 11.73400 7.9 7.9 8.8 8.8 10.0 10.93600 7.4 7.4 8.2 9.3 10.13800 6.9 7.64000 6.53200 11.0 11.0 12.2 12.2 14.0 14.0 15.1 15.13400 10.3 10.3 11.4 11.4 13.0 13.0 14.1 14.13600 9.6 9.6 10.7 10.7 12.2 12.2 13.3 13.33800 9.1 9.1 10.0 10.0 11.5 11.5 12.54000 8.6 8.6 9.5 9.5 10.9 11.84200 8.1 9.04400 7.7

Continued on back

1.52

0.76

0.91

1.22

151

11543

15069

Base Steel Nominal

Thickness(mm)

Span(mm)

13764

12333

92.8

92.6

dIC

141

45.2320.23

118.1103.1

15114

16849

103.0

18825

102.8

20080 118.0

IC dd IC d

8.3

11.4

11.7

9.2

8.59.8

15.3

11.210.0

9.0

10.0

12.3

12.211.4

9.5

12.711.710.9

13.9

8.2

11.210.29.48.8

10.712.5

12.811.710.8

14.1

11.512.2

14.0

10.9

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.

13.3

8.17.3

13.0 14.1

2.14 0.087

10.0

6.66.0

18429

9.3

1Span

2Span

3Span

15.1

10.3

6.6

1Span

9.0

12.4

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).

8.69.07.7

8.29.25.9

11.1

7.3

10.0

7.4

10.2

117.8

3Span

24426102.6

2Span

22353

(PER METRE WIDTH)

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

12.7

29106

26652

127.6

3Span

10.6

128.0

57.5

23964

127.8

22482

176

2.93 0.122

IC

128.1

38.2

INTERIOR(kN)

2321.91860.2

48.01

48.23

DEPTH FROM NEUTRALAXIS TO

BOTTOM OF DECK Yb

(mm)

FULLIf

(mm4 x 103)

48.45 36.2

MIDSPANIm

(mm4 x 103)

MAXIMUM FACTORED REACTIONS

1400.7

Moment of Inertia

1192.8

EXTERIOR(kN)

928.6

14.3

10.19.2

Shear Bond Coefficents

(PER METRE WIDTH)

In accordance with CSA Specification S136-07

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

16.2

22.7

166

10.2

24.1

1.761178.91

2260.1

12.24

16.18

25.71

35.34

8.5

8.6

11.0

9.1

7.46.9

7.9

9.6

8.1

10.3

47.90

38.5747.93

10.22

1724.2

26.92

1Span

93.1

93.0

Base Steel Nominal Thickness

(mm)

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

Concrete Volume, (m3/m2)

1.52

14155

1Span

2Span

3Span

117.6

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

6.7

2.36 0.097

2.70 0.112

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

HI-BOND COMPOSITE FLOOR

HB308 Z275 GALVANIZED

Note SECTION MODULUS

MIDSPANSm

(mm3 x 103)

SUPPORTSs

(mm3 x 103)

21.24

MASS WITH ZF75

GALVANIZED(kg/m2)

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 0.597

.036 0.717

.048 0.953

.060 1.192

7'-6" 174 174 198 198 222 222 2468'-0" 155 155 177 177 198 2208'-6" 140 159 1789'-0" 127 1448'-6" 170 170 193 193 217 217 240 2409'-0" 156 156 177 177 199 199 2209'-6" 143 143 163 183 203

10'-0" 133 151 16910'-6" 123 14111'-0" 1159'-6" 199 199 226 226 254 254 282 282

10'-0" 186 186 212 212 238 238 264 26410'-6" 175 175 200 200 224 224 248 24811'-0" 165 165 188 188 211 211 23411'-6" 157 157 178 178 200 22212'-0" 149 149 169 19012'-6" 141 16113'-0" 13511'-0" 215 215 245 245 275 275 305 30511'-6" 205 205 233 233 262 262 290 29012'-0" 195 195 222 222 250 250 277 27712'-6" 187 187 213 213 239 239 26513'-0" 179 179 204 204 228 25313'-6" 171 171 195 21914'-0" 165 188

56.0 1.351

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)

0.6800

FULLIf

(inches4)

2.509

3.314

0.4782

50.0 1.197

6.50

.036

1Span

.060

Base Steel Nominal Thickness

(inches)

.048

.030

44.0 1.042

195

171

186175

215

165

179187

165

2480

MAXIMUM FACTORED REACTIONS

8.7889

SECTION MODULUS

MIDSPANSm

(inches3)

SUPPORTSs

(inches3)

0.3951

IC

0.6573 0.7174

MASS WITH ZF75

GALVANIZED(lb/ft2)

4.143

688.16963.0

1.2626

0.5007

1.65500.8915

2.094

Moment of Inertia

0.8735

EXTERIOR(pounds)

699 1110

1555

0.8546

MIDSPANIm

(inches4)

1.0257

1.70031.3622

1.890

1.8991.907

2618

INTERIOR(pounds)

2Span

39401651

62.0 1.505

5.114

5.110

5.101

980

264

246

3Span

1Span

1Span

222

178220

199183

240

198

220203

2Span

3.593

1Span

198

3Span

177140

174155

159

275

254

200

228

290262

239250 277

305

265

238224211

212200188178

222

245233

204195

248234

282

149

213

226

141

157

205

169

17.59834.093

3Span

4.593

2Span

2Span

13.8699

127

143

199

193

163151

123

170144

217156 177

133

21.9739

20.1231

5.093

3Span

16.10384.101

4.614 16.9790

4.610

4.601

13.5593

14.4645

dd IC dIC

5.50

0.8413

d

Span(inches)

.036

.048

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

Base Steel Nominal

Thickness(inches)

(PER FOOT WIDTH)

In accordance with CSA Specification S136-07

(PER FOOT WIDTH)

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

12.6814

.060

.030

8.2250

10.7419

3.610

9.8100 3.601

3.614 10.6561

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.

11.3770

6.00

4.114

IC

18.09634.110

7.00

HI-BOND COMPOSITE FLOOR

HB308 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.

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