COMPOSITE FLOOR - Vicwest Building Products€¦ · imperial.03 00.471.036 0.566.048 0.753.060...
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Transcript of COMPOSITE FLOOR - Vicwest Building Products€¦ · imperial.03 00.471.036 0.566.048 0.753.060...
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