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 20.01800 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 20.0 20.02200 k1 = 7.64241400 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k2 = 170.1435 1600 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k3 = 0.27291800 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k4 = -0.09282000 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.02200 20.0 20.0 20.0 20.0 20.02400 18.0 20.0260028001800 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 20.0 20.0 20.0 20.0 20.0 20.02600 18.5 20.0 20.0 20.02800 16.6 18.63000

Continued on back

1.52

0.76

0.91

1.22

111

6839

8873

Base Steel Nominal

Thickness(mm)

Span(mm)

8127

7300

85.9

85.8

dIC

101

20.0615.96

111.196.1

9507

10568

96.1

12749

95.9

13565 111.1

IC dd IC d

20.020.0

20.0

20.0

20.0

20.020.0

20.0

20.020.0

20.0

20.0

20.020.0

20.0

20.020.020.0

20.0

20.0

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

20.020.020.0

20.0 20.0

2.11 0.088

20.0

20.0

20.020.0

11528

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

110.9

3Span

1638895.8

2Span

15042

(PER METRE WIDTH)

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

20.0

20256

18611

120.8

20.0

3Span

20.0

121.1

58.7

16812

120.9

15821

136

2.90 0.123

IC

121.1

38.4

INTERIOR(kN)

454.4364.0

14.95

15.06

DEPTH FROM NEUTRALAXIS TO

BOTTOM OF DECK Yb

(mm)

FULLIf

(mm4 x 103)

15.17 38.9

MIDSPAN

Im(mm4 x 103)

MAXIMUM FACTORED REACTIONS

274.0

Moment of Inertia

274.0

EXTERIOR(kN)

228.3

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

3.82267.9

454.4

9.65

12.83

12.31

16.21

20.0

18.5

20.0

20.0

18.020.0

20.0

16.6

20.0

14.90

15.8720.00

8.08

364.0

11.70

1Span

86.1

86.1

Base Steel Nominal Thickness

(mm)

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

Concrete Volume, (m3/m2)

1.52

8918

1Span

2Span

3Span

110.8

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

2.33 0.098

2.67 0.113

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-INV ZF75 GALVANNEAL

Note SECTION MODULUS

MIDSPANSm

(mm3 x 103)

SUPPORTSs

(mm3 x 103)

9.59

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 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" 3877'-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" 400 400 4008'-0" 370 4008'-6"9'-0"7'-0" 400 400 400 400 400 400 400 4007'-6" 400 400 400 400 400 400 4008'-0" 400 400 400 400 400 4008'-6" 393 400 4009'-0" 361 4009'-6" 327

10'-0"

56.2 1.382

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)

0.1672

FULLIf

(inches4)

1.977

2.628

0.2290

50.3 1.228

5.00

.036

1Span

.060

Base Steel Nominal Thickness

(inches)

.048

.030

44.3 1.074

400400

400

400

361393

2666

MAXIMUM FACTORED REACTIONS

5.4323

SECTION MODULUS

MIDSPANSm

(inches3)

SUPPORTSs

(inches3)

0.1784

IC

0.3015 0.2952

MASS WITH ZF75

GALVANNEAL(lb/ft2)

3.268

785.05181.0

0.2666

0.2176

0.33280.3720

1.655

Moment of Inertia

0.2006

EXTERIOR(pounds)

747 1076

1528

0.1672

MIDSPANIm

(inches4)

0.2006

0.33280.2666

0.589

0.5930.597

2631

INTERIOR(pounds)

2Span

40221768

62.2 1.537

4.913

4.911

4.907

1048

400

3Span

1Span

1Span

400

400400

400400

400

400400

400

2Span

3.403

1Span

400

3Span

400400

400400

400

400

400

400

400

400

400400400

400400

400400400

400400

400400400400

400

400400

400

370

400

400

400

400

400400

12.26113.903

3Span

4.403

2Span

2Span

9.1532

400

400

400

400

400400

387

004004400 400

400

15.9722

14.6792

4.903

3Span

11.25473.907

4.413 12.4899

4.411

4.407

9.5402

10.1503

dd IC dIC

4.00

0.3731

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)

8.3924

.060

.030

5.0892

6.6029

3.411

6.0478 3.407

3.413 7.0877

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.

7.5532

4.50

3.913

IC

13.26693.911

5.50

HI-BOND COMPOSITE FLOOR

HB938-INV 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