image of CD75-150 | CD75-150 CL Inverted Galvanneal
image of CD75-150 | CD75-150 CL Inverted Galvanneal

CD75-150 | CD75-150 CL Inverted Galvanneal

The CD75-150 deck section features 3” flutes spaced 6” 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" 24"
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 1219.2 mm 15.24 m 610 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 2.34 0.672 33 0.492 0.485 0.906
0.036 2.80 0.806 33 0.623 0.621 1.10
0.048 3.71 1.07 33 0.898 0.882 1.46
0.060 4.63 1.34 33 1.12 1.12 1.82
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 11.4 1421 230 26.4 26.0 1.24
0.914 13.7 1705 230 33.4 33.3 1.50
1.220 18.1 2274 230 48.2 47.4 2.00
1.520 22.6 2843 230 60.0 60.3 2.49

Composite Slab Properties

OVERALL SLAB DEPTH, D (IN)
5.0 5.5 6.0 6.5 7.0
SLAB WEIGHT (PSF)
50.5 56.8 63.0 69.3 75.5
CONCRETE VOLUME (YD3/100FT2)
1.13 1.29 1.44 1.60 1.75
OVERALL SLAB DEPTH, D (MM)
130 140 150 160 170
SLAB WEIGHT (KPA)
2.39 2.62 2.84 3.07 3.30
CONCRETE VOLUME (M3/10M2)
0.96 1.06 1.16 1.26 1.36