image of CD75-200 | CD75-200 CL Galvanneal
image of CD75-200 | CD75-200 CL Galvanneal

Load Table

PDF - Download imperial load table
PS_RFD_CD75_200_CL_GLN_Imp_105

Load Table

PDF - Download metric load table
PS_RFD_CD75_200_CL_GLN_Met_105
Roof & Floor Deck

CD75-200 | CD75-200 CL Galvanneal

The CD75-200 deck section features 3” flutes spaced 8” apart, with embossments rolled into the web elements that interlock with concrete to form an extremely lightweight, unified composite structure offering superior strength-to-weight ratios. In addition to supporting gravity loads, hybrid composite decks offer superb lateral diaphragm action, thereby reducing or eliminating the need for structural bracing against lateral loads, such as winds, hydrostatic pressures, and even earthquakes.

Agway CD deck sections are listed in the following ULC floor assemblies: F817; F904; F906.

Bundled deck produced from either Galvanneal or G90 Galvanized coated steel is susceptible to storage stain when exposed to the elements. This staining is superficial only and is not a valid reason for rejection of this product.

For more information, refer to CSSBI Fact Sheet #33

Measurement Type

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Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 48" 600" 32"
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 1219.2 mm 15.24 m 813 mm

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 AREA OF
STEEL		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf in2 ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.030 2.08 0.594 33 0.375 0.397 0.677
0.036 2.48 0.712 33 0.485 0..503 0.880
0.048 3.29 0.95 33 0.675 0.724 1.27
0.060 4.10 1.19 33 0.862 0.904 1.64
BASE STEEL
THICKNESS		 MASS
Z275		 AREA OF
STEEL		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m in2 MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.762 10.1 1257 230 20.1 21.3 0.922
0.914 12.1 1507 230 26.0 27.0 1.20
1.220 16.1 2010 230 36.2 38.8 1.73
1.520 20.0 2513 230 46.3 48.6 2.24

Composite Slab Properties

OVERALL SLAB DEPTH, D (IN)
5.0 5.5 6.0 6.5 7.0
SLAB WEIGHT (PSF)
41.5 47.8 54 60.3 66.5
CONCRETE VOLUME (YD3/100FT2)
0.92 1.08 1.23 1.39 1.54
OVERALL SLAB DEPTH, D (MM)
130 140 150 160 170
SLAB WEIGHT (KPA)
1.98 2.21 2.43 2.66 2.68
CONCRETE VOLUME (M3/10M2)
0.79 0.89 0.99 1.09 1.19