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 20.0 1400 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 1600 20.0 20.0 20.0 20.0 20.0 1800 16.4 18.5 1200 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 1400 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 1600 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 1800 18.3 18.3 20.0 20.0 20.0 20.0 2000 15.1 17.0 2200 k 1 = 29.1202 1400 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k 2 = 145.8115 1600 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k 3 = 0.2552 1800 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k 4 = -0.1660 2000 18.6 18.6 20.0 20.0 20.0 20.0 20.0 20.0 2200 15.8 15.8 17.8 17.8 20.0 20.0 2400 13.7 15.4 18.0 2600 12.0 2800 1800 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 2000 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 2200 18.9 18.9 20.0 20.0 20.0 20.0 20.0 20.0 2400 16.4 16.4 18.5 18.5 20.0 20.0 20.0 2600 14.5 14.5 16.3 19.1 20.0 2800 12.9 14.5 3000 11.4 Continued on back HI-BOND COMPOSITE FLOOR HB938 Z275 GALVANIZED Note SECTION MODULUS MIDSPAN S m (mm 3 x 10 3 ) SUPPORT S s (mm 3 x 10 3 ) 9.76 MASS WITH ZF75 GALVANIZED (kg/m 2 ) 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. NOMINAL CORE THICKNESS (mm) AREA OF STEEL (mm 2 ) 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 20.0 Base Steel Nominal Thickness (mm) h(mm) Slab Weight, W 1 (kN/m 2 ) Concrete Volume, (m 3 /m 2 ) 1.52 7228 1 Span 2 Span 3 Span 103.4 22.16 16.21 20.06 8.08 364.0 12.31 1 Span 78.8 78.7 13.7 12.0 15.8 18.9 12.9 20.0 18.6 14.5 20.0 16.4 3 . 8 2 2 9 5 . 9 454.4 9.65 12.83 11.70 15.87 20.0 20.0 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 MIDSPAN I m (mm 4 x 10 3 ) MAXIMUM FACTORED REACTIONS 274.0 Moment of Inertia 266.8 EXTERIOR (kN) 213.9 15.3 38.4 INTERIOR (kN) 454.4 364.0 22.26 22.45 DEPTH FROM NEUTRAL AXIS TO BOTTOM OF DECK Y b (mm) FULL I f (mm 4 x 10 3 ) 22.65 38.9 58.7 14109 113.6 13244 136 2.68 0.113 I C 113.8 (PER METRE WIDTH) Composite Moment of Inertia, I C (mm 4 x 10 3 ) Effective Depth, d (mm) 20.0 17090 15673 113.4 20.0 3 Span 20.0 113.7 20.0 20.0 20.0 103.6 3 Span 13662 88.4 2 Span 12519 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). 20.0 20.0 20.0 20.0 20.0 16.4 20.0 20.0 1 Span 2 Span 3 Span 20.0 20.0 18.5 1 Span 20.0 20.0 20.0 1.89 0.078 20.0 20.0 18.3 15.1 9408 18.0 4. Load values are based on Normal Weight Concrete (density of 2300 kg/m 3 ) (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 20.0 20.0 17.0 20.0 20.0 20.0 20.0 19.1 20.0 20.0 20.0 20.0 20.0 20.0 15.4 20.0 20.0 20.0 17.8 20.0 20.0 20.0 20.0 14.5 18.5 20.0 20.0 20.0 16.3 20.0 20.0 20.0 20.0 19.9 20.0 20.0 20.0 20.0 20.0 I C d d I C d 103.8 88.8 7725 8613 88.7 10548 88.6 11252 103.7 I C 101 20.00 15.96 111 5455 7121 Base Steel Nominal Thickness (mm) Span (mm) 6516 5836 78.6 78.4 d 1.52 0.76 0.91 1.22 PHYSICAL PROPERTIES STEEL PROPERTIES PHYSICAL PROPERTIES COMPOSITE SLAB LOAD TABLE LIMIT STATES DESIGN 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
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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 16.4 18.51200 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 18.3 18.3 20.0 20.0 20.0 20.02000 15.1 17.02200 k1 = 29.12021400 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k2 = 145.81151600 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k3 = 0.25521800 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 k4 = -0.16602000 18.6 18.6 20.0 20.0 20.0 20.0 20.0 20.02200 15.8 15.8 17.8 17.8 20.0 20.02400 13.7 15.4 18.02600 12.028001800 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 18.9 18.9 20.0 20.0 20.0 20.0 20.0 20.02400 16.4 16.4 18.5 18.5 20.0 20.0 20.02600 14.5 14.5 16.3 19.1 20.02800 12.9 14.53000 11.4
Continued on back
HI-BOND COMPOSITE FLOOR
HB938 Z275 GALVANIZED
Note SECTION MODULUS
MIDSPANSm
(mm3 x 103)
SUPPORTSs
(mm3 x 103)
9.76
MASS WITH ZF75
GALVANIZED(kg/m2)
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
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
Base Steel Nominal Thickness
(mm)
h(mm)Slab Weight, W1(kN/m2)
Concrete Volume, (m3/m2)
1.52
7228
1Span
2Span
3Span
103.4
22.16
16.2120.06
8.08
364.0
12.31
1Span
78.8
78.7
13.712.0
15.8
18.9
12.9
20.0
18.6
14.5
20.0
16.4
3.82295.9
454.4
9.65
12.83
11.70
15.87
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
MIDSPANIm
(mm4 x 103)
MAXIMUM FACTORED REACTIONS
274.0
Moment of Inertia
266.8
EXTERIOR(kN)
213.9
15.3
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 58.7
14109
113.6
13244
136
2.68 0.113
IC
113.8
(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
20.0
20.0
20.0
103.6
3Span
1366288.4
2Span
12519
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
20.020.016.4
20.0
20.0
1Span
2Span
3Span
20.0
20.0
18.5
1Span
20.0
20.0
20.0
1.89 0.078
20.0
20.0
18.315.1
9408
18.0
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
20.020.017.0
20.0
20.020.0
20.0
19.120.0
20.020.020.0
20.020.0
15.4
20.020.020.017.8
20.0
20.020.020.0
14.5
18.5
20.0
20.020.0
16.3
20.0
20.020.0
20.019.9
20.0
20.0
20.0
20.020.0
IC dd IC d
103.888.8
7725
8613
88.7
10548
88.6
11252 103.7
IC
101
20.0015.96
111
5455
7121
Base Steel Nominal
Thickness(mm)
Span(mm)
6516
5836
78.6
78.4
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 0.471
.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" 397 400 4006'-0" 3355'-0" 400 400 400 400 400 400 400 4005'-6" 400 400 400 400 400 400 4006'-0" 376 376 400 400 4006'-6" 324 3767'-0" 2837'-6"5'-6" 400 400 400 400 400 400 400 4006'-0" 400 400 400 400 400 400 400 4006'-6" 398 398 400 400 400 400 400 4007'-0" 351 351 400 400 400 4007'-6" 312 362 400 4008'-0" 280 3258'-6" 2539'-0"7'-0" 400 400 400 400 400 400 400 4007'-6" 374 374 400 400 400 400 400 4008'-0" 338 338 392 392 400 4008'-6" 307 307 356 400 4009'-0" 281 326 3719'-6" 258
10'-0"
HI-BOND COMPOSITE FLOOR
HB938 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.
6.1623
4.50
3.628
IC
11.16933.624
5.50
6.8697
.060
.030
4.0604
5.3023
3.124
4.8510 3.116
3.128 5.7677
(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
4.00
0.3720
ddd IC d
9.37203.616
4.128 10.4878
4.124
4.116
7.8957
8.4227
13.5219
12.4026
4.608
3Span
400 400
324
335
376
400
400
400376
283
400
10.22853.608
3Span
4.108
2Span
2Span
7.5039
356
400
253
312
374
325
338
400
400
280
400400400400362
392
400400
326
400400400
400400
400400400
400400 400
400
400
400
400
400397
400400
400
2Span
3.108
1Span
400
3Span
400
400400
400
400400
400400
400
3Span
1Span
400
1Span
400
400
2631
INTERIOR(pounds)
2Span
40221768
57.6 1.417
4.628
4.624
4.616
1048
0.33270.2666
0.876
0.8840.892
0.1954
EXTERIOR(pounds)
747 1076
1528
0.1672
MIDSPANIm
(inches4)
0.2006
MASS WITH ZF75
GALVANIZED(lb/ft2)
3.268
278.04871.0
0.2666
0.2290
0.33270.3731
1.655
Moment of Inertia
2666
MAXIMUM FACTORED REACTIONS
4.3444
SECTION MODULUS
MIDSPANSm
(inches3)
SUPPORTSs
(inches3)
0.1815
IC
0.2952 0.3015
351
281307
258
400398
400
45.7 1.109
5.00
.036
1Span
.060
Base Steel Nominal Thickness
(inches)
.048
.030
39.7 0.954
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
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
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