METRIC

0.76 996.8

0.91 1197.4

1.22 1593.0

1.52 1992.1

1200 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.01400 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.01600 20.0 20.0 20.0 20.0 20.01800 20.0 20.01200 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.01400 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.01600 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.01800 20.0 20.0 20.0 20.0 20.0 20.02000 19.4 20.02200 k1 = 10.26901400 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k2 = 221.55701600 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k3 = 0.23181800 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k4 = -0.14392000 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.02200 18.8 18.8 20.0 20.0 20.0 20.02400 16.2 18.2 20.02600 14.128001800 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.02000 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.02200 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.02400 18.4 18.4 20.0 20.0 20.0 20.0 20.02600 16.1 16.1 18.2 20.0 20.02800 14.0 16.13000 11.4

Continued on back

1.52

0.76

0.91

1.22

111

5455

7121

Base Steel Nominal

Thickness(mm)

Span(mm)

6516

5836

78.6

78.4

dIC

101

20.0015.96

103.888.8

7725

8613

88.7

10548

88.6

11252 103.7

IC dd IC d

20.020.0

20.0

20.0

20.0

20.020.0

20.0

20.020.0

16.1

20.0

20.0

20.020.0

18.2

20.020.020.0

20.0

18.2

20.020.020.020.0

20.020.0

20.020.020.0

20.0

20.020.0

20.0

20.0

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.

20.0

20.0

20.020.020.0

20.0 20.0

1.89 0.078

20.0

20.0

20.019.4

9408

20.0

1Span

2Span

3Span

20.0

20.0

20.0

1Span

20.0

20.0

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).

20.020.020.0

20.020.020.0

20.0

20.0

20.0

20.0

20.0

103.6

3Span

1366288.4

2Span

12519

(PER METRE WIDTH)

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

20.0

17090

15673

113.4

20.0

3Span

20.0

113.7

58.7

14109

113.6

13244

136

2.68 0.113

IC

113.8

38.4

INTERIOR(kN)

454.4364.0

22.26

22.45

DEPTH FROM NEUTRALAXIS TO

BOTTOM OF DECK Yb

(mm)

FULLIf

(mm4 x 103)

22.65 38.9

MIDSPANIm

(mm4 x 103)

MAXIMUM FACTORED REACTIONS

274.0

Moment of Inertia

266.8

EXTERIOR(kN)

213.9

15.3

20.020.0

Shear Bond Coefficents

(PER METRE WIDTH)

In accordance with CSA Specification S136-07

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

15.7

22.3

126

10.9

25.8

3.82295.9

454.4

9.65

12.83

11.70

15.87

20.0

16.1

20.0

18.4

16.214.1

18.8

20.0

14.0

20.0

22.16

16.2120.06

8.08

364.0

12.31

1Span

78.8

78.7

Base Steel Nominal Thickness

(mm)

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

Concrete Volume, (m3/m2)

1.52

7228

1Span

2Span

3Span

103.4

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

20.0

2.11 0.088

2.45 0.103

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

HB938 ZF75 GALVANNEAL

Note SECTION MODULUS

MIDSPANSm

(mm3 x 103)

SUPPORTSs

(mm3 x 103)

9.76

MASS WITH ZF75

GALVANNEAL(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 0.471

.036 0.566

.048 0.753

.060 0.941

4'-6" 400 400 400 400 400 400 400 4005'-0" 400 400 400 400 400 4005'-6" 400 400 4006'-0" 4005'-0" 400 400 400 400 400 400 400 4005'-6" 400 400 400 400 400 400 4006'-0" 400 400 400 400 4006'-6" 400 4007'-0" 3637'-6"5'-6" 400 400 400 400 400 400 400 4006'-0" 400 400 400 400 400 400 400 4006'-6" 400 400 400 400 400 400 400 4007'-0" 400 400 400 400 400 4007'-6" 370 400 400 4008'-0" 331 3848'-6" 2989'-0"7'-0" 400 400 400 400 400 400 400 4007'-6" 400 400 400 400 400 400 400 4008'-0" 378 378 400 400 400 4008'-6" 342 342 397 400 4009'-0" 312 362 4009'-6" 270

10'-0"

51.6 1.263

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)

0.1566

FULLIf

(inches4)

1.977

2.628

0.2176

45.7 1.109

5.00

.036

1Span

.060

Base Steel Nominal Thickness

(inches)

.048

.030

39.7 0.954

270

400400

400

400

312342

2666

MAXIMUM FACTORED REACTIONS

4.3444

SECTION MODULUS

MIDSPANSm

(inches3)

SUPPORTSs

(inches3)

0.1815

IC

0.2952 0.3015

MASS WITH ZF75

GALVANNEAL(lb/ft2)

3.268

278.04871.0

0.2666

0.2290

0.33280.3731

1.655

Moment of Inertia

0.1954

EXTERIOR(pounds)

747 1076

1528

0.1672

MIDSPANIm

(inches4)

0.2006

0.33280.2666

0.876

0.8840.892

2631

INTERIOR(pounds)

2Span

40221768

57.6 1.417

4.628

4.624

4.616

1048

400

3Span

1Span

400

1Span

400

400400

400400

400

400400

400400

2Span

3.108

1Span

400

3Span

400400

400400

400

400

400

400

400

400

400400400

400400

400400400

400400

400400400400

400

400400

362

400

400

331

400

397

400

298

370

400

384

378

10.22853.608

3Span

4.108

2Span

2Span

7.5039

400

400

400

400

400400

363

400400 400

400

13.5219

12.4026

4.608

3Span

9.37203.616

4.128 10.4878

4.124

4.116

7.8957

8.4227

dd IC dIC

4.00

0.3720

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)

6.8697

.060

.030

4.0604

5.3023

3.124

4.8510 3.116

3.128 5.7677

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.

6.1623

4.50

3.628

IC

11.16933.624

5.50

HI-BOND COMPOSITE FLOOR

HB938 ZF75 GALVANNEAL

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