CD75-300 | CD75-300 CL Galvanneal

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CD75-300 | CD75-300 CL Galvanneal

The CD75-300 deck section features 3” flutes spaced 12” 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:
F816; 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.

PROFILE PICTURES

CD75-300 (Galvanneal)
CD75-300 CL (Galvanneal)
CD75-300 (Galvanneal)
CD75-300 CL (Galvanneal)

SPECIFICATIONS

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 48 600 36
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 1219.2 15.24 914

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 1.77 0.513 33 0.472 0.473 0.814
0.036 2.11 0.615 33 0.599 0.601 0.981
0.048 2.80 0.820 33 0.846 0.846 1.31
0.060 3.48 1.03 33 1.05 1.05 1.63
BASE STEEL
THICKNESS
MASS
Z275
AREA OF
STEEL
YIELD
STRESS
SECTION
MODULUS
DEFLECTION MOMENT
OF INERTIA
mm kg/m mm2 MPa MID SPAN
x 103mm3
SUPPORT
x 103mm3
MID SPAN
x 106mm4
0.762 8.63 1085 230 25.3 25.4 1.11
0.914 10.3 1302 230 32.2 32.3 1.34
1.220 13.7 1736 230 45.5 45.5 1.79
1.520 17.0 2169 230 56.5 56.5 2.23

COMPOSITE SLAB PROPERTIES

OVERALL SLAB DEPTH, D (IN)
5.0 5.5 6.0 6.5 7.0
SLAB WEIGHT (PSF)
49.1 55.8 62.0 68.5 74.9
CONCRETE VOLUME (YD3/100FT2)
1.09 1.24 1.40 1.55 1.71
OVERALL SLAB DEPTH, D (MM)
130 140 150 160 170
SLAB WEIGHT (KPA)
2.35 2.58 2.82 3.05 3.29
CONCRETE VOLUME (M3/10M2)
0.93 1.03 1.13 1.23 1.33