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