Engineered Solution

ENGINEERS
E N G IN E E R E D SO LU T I O N S ™
DEEP-DEK
®
COMPOSITE
COMPOSITE LONG SPAN FLOOR DECK
www.metaldek.com
DEEP-DEK® 4.5 COMPOSITE
DEEP-DEK® 6 COMPOSITE
DEEP-DEK
®
COMPOSITE
Conforms to established engineering
standards for fire, vibration and sound
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Compatible with all structural support systems
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Eliminates need for filler beams
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Requires limited to no shoring
Dek capable of spans to 35’-0”.
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Reduces volume and weight of concrete
(compared to cast-in-place systems)
Deep-Dek® Composite is an
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Allows core-drilling flexibility
Engineered Solution™ from the
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Provides exposed ceiling options
Metal Dek Group.®
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Minimizes floor-to-floor heights
Deep-Dek Composite* is a
®
long-span composite steel floor
*patent pending
DEEP-DEK® 4.5 COMPOSITE
CELLULAR
(Cellular Acoustical option available)
Closed ends not shown for clarity
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DEEP-DEK® 6 COMPOSITE
CELLULAR
(Cellular Acoustical option available)
Dek-Lok™ provides
horizontal resistance.
Dek-Knek® Sidelap
with Dek-Lok™
Dek-Knek™ sidelap
provides vertical
resistance.
System Description
4.5” and 6” Deep-Dek® Profiles
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Permanent galvanized steel form
- Provides positive bending reinforcement of composite slab
- Spans up to 35 feet
Wide range of structural properties
- Controls required shoring beams, if any
Factory closed ends
- Eliminates end closures
- Eliminates web stiffeners
- Restrains wet concrete
Dek-Knek® sidelap
- Nests and aligns Deep-Dek® panels
- Locks to concrete for vertical restraint
Dek-Lok™ sidelap connector
- Secures Dek-Knek® sidelaps
- Crimps intermittently with patented HSL Tool
- Locks to concrete for horizontal resistance
- Increases shear bond
DEK-LOK ™* HSL TOOL
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Pneumatic drive grips, shears, and
folds Dek-Knek® sidelap
Forms Dek-Lok™ sidelap connection
Handles up to 14 GA material
Portable and adaptable for field installation or off-site prefabrication
Provided by Metal Dek Group®
Supplemental Steel Reinforcement (per design)
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Provides negative reinforcement for continuous spans
Resists long-term deflection
Influences spontaneous deflection and vibration
Controls thermal contraction
Reinforces large openings
Concrete Cover
Normal-weight or light-weight concrete
n Minimum 4,000 PSI (recommended)
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*Dek-Lok™ patent
is pending
3
COVER
4 41 " CONCRETE
CONCRETE
127MM COVER
GS
108MM
5"
Deep-Dek® Composite
SERVICEABILITY AND PERFORMANCE
1 HOUR
DEEP
DEK
5”
1
4 1/ 4”
5”
4 1/ 4”
COVER
CONCRETE
COVER
2
(4)
Light-Weight Concrete
Cover (3) Thickness
108MM
Normal-Weight Concrete
Cover (3) Thickness
4 41 " CONCRETE
FIRE RATINGS
CONCRETE
127MM COVER
Ratings
(Hr.)
PACT
(1) (2)
5"
UL Fire Ratings
2 HOUR
1 HOUR
DEEP
DEK
(1) Unprotected, restrained assembly rating CLIP
DEEP
(2) Reference UL Design
D951 / Reference ANGLE
ULc Design F914
DEK
(3) Concrete Cover + Height of Deep-Dek Profile = Slab Depth
1/2" GYPSUM
(4) Load reduced for 1-hour rating
2 HOUR
BOARD
1 5/8" STUD
FURRING
SOUND & IMPACT
1/2" HOMASOTE
COMFORT BASE (AS REQUIRED)
CONCRETE
COVER
Sound Transmission CONCRETE
COVER
and Impact Insulation
3” NWT Concrete Cover
DEEP
(7.5” Slab Depth)
Tested (1)
CLIP
ANGLE
DEEP
DEK
1/2" GYPSUM
BOARD
1 5/8" STUD
FURRING
Assembly
STC
Base System (2, 3)
54
Base System
with Homasote®
Comfort Base™ (4)
54
DEK
IIC
1 5/8" STUD
FURRING
31
53
5” NWT Concrete Cover
CLIP Slab Depth) Estimated
(9.5”
ANGLE
STC
IIC
57
35
57
57
1/2" GYPSUM
BOARD
1/2" HOMASOTE
CONCRETE
COVER
COMFORT
BASE
(1) NGC Testing Services, Buffalo,
NY,
August 2006
(2) Base system, 7.5” Slab Depth: 3” normal-weight concrete cover over 4.5” Deep-Dek panel;
ceiling finished with 1-5/8” stud furring spaced 24” O.C. with attached 1/2” gypsum board.
(3) Base System, 9.5” Slab Depth: 5” normal-weight concrete cover over 4.5” Deep-Dek panel;
ceiling finished with 1-5/8” stud furring spaced 24” O.C. with attached 1/2” gypsum board.
(4) Homasote® Comfort Base™ is a 1/2” thick sound board with engineered ventilation grooves.
DEEP
DEK
Vibration
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CLIP
ANGLE
1/2" GYPSUM
BOARD
1 5/8" STUD
FURRING
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Independent testing confirms that Deep-Dek® Composite conforms to established vibration standards of AISC Steel Design Guide Series Eleven (DG-11): Floor Vibrations Due
To Human Activity.
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etal Dek Group’s Dek-Vibe™ is an engineered analytical tool that can provide detailed M
vibration analysis for various composite floor systems, support conditions and end-use applications. Contact Metal Dek Group for Dek-Vibe™ assistance.
Questions about Deep-Dek ® Composite, call 1-888-DEK-DSGN
Deep-Dek® Composite
Span Limits for 2-Hr. Restrained
Fire-Rated Assemblies
(Based on Continuous Slab Design)
4.5” Deep-Dek® w/ 5” NWT Concrete Topping(8) (9-5/8” total depth)
(Slab weight: 79 PSF, Volume = 2.02 CY/100SF)
20GA (3.10 PSF)
Application/Superimposed
Service Loads (12)
No Shoring
Residence Units
1 Row
2 Rows
18GA (4.10 PSF)
3 Rows
No Shoring
12’-7” 24’-6” 31’-10” 35’-0”
40 PSF LL + 25 PSF DL
1 Row
2 Rows
16GA (5.17 PSF)
3 Rows
No Shoring
1 Row
2 Rows
14’-8” 31’-11” 35’- 0” 35’-0”
15’-6” 35’- 0” 35’- 0”
12’-7” 24’-6” 31’-2” 33’-3”
14’-8” 31’-11” 35’- 0” 35’-0”
15’-6” 35’- 0” 35’- 0”
12’-7” 24’-6” 24’-9”
14’-8” 30’-6” 31’- 1” 32’- 9”
15’-6” 35’- 0” 35’- 0”
(4)
Office Units (6)
2000 Lb. over 2.5’ x 2.5’ area
or 50 PSF LL & 20 PSF DL
(4)
Corridor
100 PSF LL + 10 PSF DL
(4)
(4)
N/A
(4)
(4)
(4)
6” Deep-Dek® w/ 5” NWT Concrete Topping(8) (11-1/8” total depth)
(Slab weight: 84.5 PSF, Volume = 2.16 CY/100SF)
Application/Superimposed
Service Loads (12)
Residence Units
40 PSF LL + 25 PSF DL
Office Units (6)
2000 Lb. over 2.5’ x 2.5’ area
or 50 PSF LL & 20 PSF DL
Corridor
100 PSF LL + 10 PSF DL
20GA (3.45 PSF)
No Shoring
1 Row
18GA (4.56 PSF)
2 Rows
No Shoring
1 Row
16GA (5.75 PSF)
2 Rows
No Shoring
1 Row
14GA (7.18 PSF)
2 Rows
No Shoring
1 Row
2 Rows
14’-7” 24’-10” 34’-6” 17’-0” 35’-0” 35’-0” 18’-0” 35’-0” 35’-0” 18’-11” 35’-0” 35’-0”
(4)
14’-7” 24’-10” 33’-8” 17’-0” 35’-0” 35’-0” 18’-0” 35’-0” 35’-0” 18’-11” 35’-0” 35’-0”
(4)
14’-7” 24’-10” 29’-11” 17’-0” 35’-0” 35’-0” 18’-0” 35’-0” 35’-0” 18’-11” 35’-0” 35’-0”
(4)
NOTES
(1) 35’ -0” application limit set by Metal Dek Group Engineering.
(2) Design assumes that sufficient negative reinforcement and long-term deflection reinforcement is available to meet design requirements. Contact Metal Dek Group Engineering for bar
sizes and spacing.
(3) Unless noted otherwise, span limits are based on shoring constraints. Shoring shall be placed at equal distances over length of span. Web crippling capacity increased 33% during
construction phase loading per SDI Design Manual Pub. 31. Minimum shoring beam width = 4”.
(4) Span limited due to service load requirements. Service stage span limits are based on a failure mode of the composite slab. Failure modes include deck yielding, concrete failure, shearbond and deflection.
(5) Spans are based on two-span continuous slab design and shall be approximately equal length with the longer of the two adjacent spans not greater than the shorter by more than 20%
(per ACI 318-02/ 8.3.3b).
(6) Office unit span limits based on application of either a 2,000 LB concentrated load or 50 PSF LL + 20 PSF DL superimposed load. The concentrated load is distributed over a 2.5 FT x
2.5 FT area per IBC 2006. The concentrated load is distributed based on the methodology presented in the SDI Composite Deck Design Handbook.
(7) Designs based on LRFD methodology. Construction phase load factors: 1.6 concrete, 1.4 equipment & workers, 1.2 deck. Construction equipment load of 20 PSF or 150 lb/ft width
concentrated load from worker per SDI Design Manual Pub. 31. Composite phase load factors: 1.6 live load, 1.2 dead load (deck, concrete, superimposed DL).
(8) Concrete properties: Density = 145 PCF, Compressive strength = 4,000 PSI.
(9) Deflection limit: L/240 superimposed total load, L/360 superimposed live load (per IBC Table 1604.3).
(10) Minimum end bearing width = 2”. Deck sections furnished with closed ends.
(11) Temperature/ shrinkage reinforcement, full field: WWF 6x6 - W2.9 x W2.9.
(12) Contact Metal Dek Group Engineering for vibration analysis and design conditions not outlined here: 888-335-3746 or www.metaldek.com.
For more information about span limits, call 1-888-DEK-DSGN
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Deep-Dek® Composite
DE TAILS
6
Questions about Deep-Dek ® Composite, call 1-888-DEK-DSGN
Deep-Dek® Composite
CEILINGS
Exposed Dek Ceiling
Versa-Steel® Painted Metal Systems
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Versa-Cote™ and Versa-Clad™ Shown
ersa-Cote™ — Primer systems
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Versa-Clad™ and Versa-Shield™ — Factory-finished paint systems
Versa-Steel® Advantages
– Standardized specifications
– Uniform coatings
– Consistent color
– Dependable performance
Accessories for Exposed Deep-Dek® Composite
Dek-Strut™
Klean Line-R™
Cellular Panel
Acoustical
Insulation*
and Lath
Access Panel
*Noise reduction coefficient up to 1.00
Unexposed Dek Ceiling
Deep-Dek® Composite is compatible with conventional
furred, plastered or suspended ceiling applications.
Furred - Hat Channel
For more information about ceiling options, call 1-888-DEK-DSGN
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DEEP-DEK
®
COMPOSITE
w w w.de e p de kc o mp o site.c o m
Dek-Design Team (888-DEK-DSGN)
Contact the Metal Dek Group’s Dek Design Team for Deep-Dek® Composite design assistance and technical
Main Office: 650 Rosewood Drive • Columbia, SC 29201
information. Visit metaldek.com for 24/7 information about
Phone (888) 335-3746 • Fax (803) 744-6038
the Metal Dek Group®
www.metaldek.com
©2008 Metal Dek Group v10.08