Archives: Products

Post Type Description

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

Profile Picture

image of profile picture in imperial
image of profile picture in imperial
image of profile picture in metric
image of profile picture in metric

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

Load Table

PDF - Download imperial load table
PS_RFD_CD75_150_CL_GLNInv_Imp_105

Load Table

PDF - Download metric load table
PS_RFD_CD75_150_CL_GLNInv_Met_105
Roof & Floor Deck

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

Profile Picture

image of profile picture in imperial
image of profile picture in imperial
image of profile picture in metric
image of profile picture in metric

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

Load Table

PDF - Download imperial load table
PS_RFD_CD75_150_CL_GLN_Imp_104

Load Table

PDF - Download metric load table
PS_RFD_CD75_150_CL_GLN_Met_104
Roof & Floor Deck

CD75-150 | CD75-150 CL 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

Profile Picture

image of profile picture in imperial
image of profile picture in imperial
image of profile picture in metric
image of profile picture in metric

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 48" 600" 24"
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 1,219.2 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 0.485 0.492 0.866
0.036 2.80 0.806 33 0.621 0.623 1.07
0.048 3.71 1.07 33 0.882 0.898 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 26.0 26.4 1.18
0.914 13.7 1705 230 33.3 33.4 1.46
1.220 18.1 2274 230 47.4 48.2 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)
46.2 52.5 58.7 65.0 71.2
CONCRETE VOLUME (YD3/100FT2)
1.03 1.18 1.34 1.49 1.64
OVERALL SLAB DEPTH, D (MM)
130 140 150 160 170
SLAB WEIGHT (KPA)
2.20 2.42 2.65 2.87 3.10
CONCRETE VOLUME (M3/10M2)
0.88 0.98 1.08 1.18 1.28
image of CD36 | CD36 CL Inverted Galvanized
image of CD36 | CD36 CL Inverted Galvanized

Load Table

PDF - Download imperial load table
PS_RFD_CD36_CL_GALInv_Imp_105

Load Table

PDF - Download metric load table
PS_RFD_CD36_CL_GALInv_Met_105
Roof & Floor Deck

CD36 | CD36 CL Inverted Galvanized

Agway CD deck sections feature embossments rolled into the flutes, which 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.

For more information, refer to CSSBI Fact Sheet #33

Measurement Type

Profile Picture

image of profile picture in imperial
image of profile picture in imperial
image of profile picture in metric
image of profile picture in metric

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 36" 540" 36"
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 914 mm 13.72 m 914 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 1.66 0.474 33 0.181 0.181 0.176
0.036 1.99 0.569 33 0.230 0.225 0.211
0.048 2.66 0.756 33 0.315 0.306 0.280
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 8.10 1004 230 9.82 9.89 0.241
0.914 9.72 1203 230 12.50 12.10 0.288
1.220 13.00 1600 230 16.90 16.50 0.383

Composite Slab Properties

OVERALL SLAB DEPTH, D (IN)
4.0 4.5 5.0 5.5 6.0
SLAB WEIGHT (PSF)
45.9 52.1 58.4 64.4 70.9
CONCRETE VOLUME (YD3/100FT2)
1.07 1.22 1.37 1.53 1.68
OVERALL SLAB DEPTH, D (MM)
100 110 120 130 140
SLAB WEIGHT (KPA)
2.07 2.30 2.52 2.75 2.97
CONCRETE VOLUME (M3/10M2)
0.86 0.96 1.06 1.16 1.26
image of CD36 | CD36 CL Galvanized
image of CD36 | CD36 CL Galvanized

Load Table

PDF - Download imperial load table
PS_RFD_CD36_CL_GAL_Imp_107

Load Table

PDF - Download metric load table
PS_RFD_CD36_CL_GAL_Met_107
Roof & Floor Deck

CD36 | CD36 CL Galvanized

Agway CD deck sections feature embossments rolled into the flutes, which 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.

For more information, refer to CSSBI Fact Sheet #33

Measurement Type

Profile Picture

image of profile picture in imperial
image of profile picture in imperial
image of profile picture in metric
image of profile picture in metric

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 36" 540" 36"
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 914 mm 13.72 m 914 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 1.66 0.474 33 0.184 0.194 0.163
0.036 1.99 0.569 33 0.226 0.233 0.207
0.048 2.66 0.756 33 0.307 0.315 0.280
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 8.10 1004 230 9.89 10.4 0.222
0.914 9.72 1203 230 12.10 12.50 0.281
1.220 13.00 1600 230 16.50 16.90 0.383

Composite Slab Properties

OVERALL SLAB DEPTH, D (IN)
4.0 4.5 5.0 5.5 6.0
SLAB WEIGHT (PSF)
41.2 47.4 53.7 59.9 66.2
CONCRETE VOLUME (YD3/100FT2)
0.95 1.11 1.26 1.42 1.57
OVERALL SLAB DEPTH, D (MM)
100 110 120 130 140
SLAB WEIGHT (KPA)
1.86 2.08 2.31 2.53 2.76
CONCRETE VOLUME (M3/10M2)
0.77 0.87 0.97 1.07 1.17
image of CD36 | CD36 CL Galvanneal
image of CD36 | CD36 CL Galvanneal

Load Table

PDF - Download imperial load table
PS_RFD_CD36_CL_GLN_Imp_108

Load Table

PDF - Download metric load table
PS_RFD_CD36_CL_GLN_Met_108
Roof & Floor Deck

CD36 | CD36 CL Galvanneal

Agway’s CD deck sections feature embossments rolled into the flutes, which 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.

For more information, refer to CSSBI Fact Sheet #33

Measurement Type

Profile Picture

image of profile picture in imperial
image of profile picture in imperial
image of profile picture in metric
image of profile picture in metric

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 36" 540" 36"
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 914 mm 13.72 m 914 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 1.66 0.474 33 0.184 0.194 0.163
0.036 1.99 0.569 33 0.226 0.233 0.207
0.048 2.66 0.756 33 0.307 0.315 0.280
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 8.10 1004 230 9.89 10.4 0.222
0.914 9.72 1203 230 12.10 12.50 0.281
1.220 13.00 1600 230 16.50 16.90 0.383

Composite Slab Properties

OVERALL SLAB DEPTH, D (IN)
4.0 4.5 5.0 5.5 6.0
SLAB WEIGHT (PSF)
41.2 47.4 53.7 59.9 66.2
CONCRETE VOLUME (YD3/100FT2)
0.95 1.11 1.26 1.42 1.57
OVERALL SLAB DEPTH, D (MM)
100 110 120 130 140
SLAB WEIGHT (KPA)
1.86 2.08 2.31 2.53 2.76
CONCRETE VOLUME (M3/10M2)
0.77 0.87 0.97 1.07 1.17
image of RD75-300 | RD75-300 CL
image of RD75-300 | RD75-300 CL

Load Table

PDF - Download imperial load table
PS_RFD_RD75_300_CL_Imp_104

Load Table

PDF - Download metric load table
PS_RFD_RD75_300_CL_Met_104
Roof & Floor Deck

RD75-300 | RD75-300 CL

From the Agway 75 Series of high strength-to-weight roof decking, the RD75-300 profile is a 36” wide panel featuring 3” deep flutes, spaced 12” apart, providing the strength needed for heavier duty applications.

Our structural roof deck sections are available in a wide range of gauges in Galvanneal, galvanized or prepainted finishes: these options enable customers to determine the optimal combination of strength, performance, and affordability that best satisfies project-specific criteria. Agway roof deck sections are also available in an acoustic format with pre-punched holes in the webs of the deck which combine with acoustic batt insulation to significantly reduce ambient noise within a structure.

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

Profile Picture

image of profile picture in imperial
image of profile picture in imperial

1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.

image of profile picture in metric
image of profile picture in metric

1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.

Specifications

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

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.030 1.77 33 0.472 0.473 0.814
0.036 2.11 33 0.599 0.601 0.982
0.048 2.80 33 0.846 0.846 1.31
0.060 3.48 33 1.05 1.05 1.63
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.762 8.6 230 25.4 25.4 1.09
0.914 10.3 230 32.1 32.1 1.34
1.22 13.7 230 45.5 45.5 1.79
1.52 17.0 230 56.6 56.6 2.23
image of RD75-200 | RD75-200 CL
image of RD75-200 | RD75-200 CL

Load Table

PDF - Download imperial load table
PS_RFD_RD75_200_CL_Imp_103

Load Table

PDF - Download metric load table
PS_RFD_RD75_200_CL_Met_103
Roof & Floor Deck

RD75-200 | RD75-200 CL

One of the Agway 75 Series of high strength-to-weight roof decking, the RD75-200 profile is a 32” wide panel featuring 3” deep flutes, spaced 8” apart, providing the strength needed for heavier duty applications.

Our structural roof deck sections are available in a wide range of gauges in Galvanneal, galvanized or prepainted finishes: these options enable customers to determine the optimal combination of strength, performance, and affordability that best satisfies project-specific criteria. Agway roof deck sections are also available in an acoustic format with pre-punched holes in the webs of the deck which combine with acoustic batt insulation to significantly reduce ambient noise within a structure.

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.

Measurement Type

Profile Picture

image of profile picture in imperial
image of profile picture in imperial

1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.

image of profile picture in metric
image of profile picture in metric

1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.

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		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.030 2.08 33 0.375 0.397 0.677
0.036 2.48 33 0.485 0.503 0.880
0.048 3.29 33 0.675 0.724 1.27
0.060 4.10 33 0.862 0.904 1.64
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.762 10.1 230 20.1 21.3 0.922
0.914 12.1 230 26.0 27.0 1.20
1.22 16.1 230 36.2 38.8 1.73
1.52 20.0 230 46.3 48.6 2.24
image of RD75-150 | RD75-150 CL
image of RD75-150 | RD75-150 CL

Load Table

PDF - Download imperial load table
PS_RFD_RD75_150_CL_Imp_103

Load Table

PDF - Download metric load table
PS_RFD_RD75_150_CL_Met_103
Roof & Floor Deck

RD75-150 | RD75-150 CL

Agway’s 75 series roof deck panels offer the highest strength-to-weight ratios available; the RD75-150 profile is a 24” wide panel featuring 3” deep flutes, spaced 6” apart, resulting in our strongest roof deck offering.

Our structural roof deck sections are available in a wide range of gauges in Galvanneal, galvanized or prepainted finishes: these options enable customers to determine the optimal combination of strength, performance, and affordability that best satisfies project-specific criteria. Agway roof deck sections are also available in an acoustic format with pre-punched holes in the webs of the deck which combine with acoustic batt insulation to significantly reduce ambient noise within a structure.

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

Profile Picture

image of profile picture in imperial
image of profile picture in imperial

1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.

image of profile picture in metric
image of profile picture in metric

1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.

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		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.030 2.34 33 0.485 0.492 0.866
0.036 2.80 33 0.621 0.624 1.07
0.048 3.71 33 0.882 0.898 1.46
0.060 4.63 33 1.12 1.12 1.82
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.762 11.7 230 26.0 26.4 1.18
0.914 13.7 230 33.3 33.4 1.46
1.22 18.1 230 47.4 48.2 2.00
1.52 22.6 230 60.0 60.3 2.49
image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL

Load Table

PDF - Download imperial load table
PS_RFD_RD36_CL_Imp_105

Load Table

PDF - Download metric load table
PS_RFD_RD36_CL_Met_105
Roof & Floor Deck

RD36 | RD36 CL

The RD36 profile is Agway’s most popular roof deck section and is the preferred deck section for industrial/commercial applications.

Our structural roof deck sections are available in a wide range of gauges in Galvanneal, galvanized or prepainted finishes: these options enable customers to determine the optimal combination of strength, performance, and affordability that best satisfies project-specific criteria. Agway roof deck sections are also available in an acoustic format with pre-punched holes in the webs of the deck which combine with acoustic batt insulation to significantly reduce ambient noise within a structure.

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

Profile Picture

image of profile picture in imperial
image of profile picture in imperial

1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.

image of profile picture in metric
image of profile picture in metric

1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 36" 540" 36"
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 914 mm 13.72 m 914 mm

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.030 1.69 33 0.184 0.194 0.163
0.036 2.02 33 0.226 0.233 0.204
0.048 2.68 33 0.307 0.315 0.208
0.060 3.33 33 0.387 0.389 0.349
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.762 8.27 230 9.89 10.4 0.223
0.914 9.86 230 12.1 12.5 0.278
1.22 13.1 230 16.5 16.9 0.382
1.52 16.3 230 20.8 20.9 0.476
image of Flat Lock Panels
image of Flat Lock Panels
image of Flat Lock Panels
image of Flat Lock Panels
image of Flat Lock Panels
image of Flat Lock Panels
image of Flat Lock Panels
image of Flat Lock Panels
Industrial/Commercial Cladding

Flat Lock Panels

The design of Agway Metals Flat Lock Wall and  Roofing Panels is based on a modular panel system which results in delivering a more traditional rectangular design. The versatile panel is available in various sizes which allows the option to mix and match in order to create a more unique design. The Flat Lock panel system utilizes concealed clips and fasteners which results in a more appealing and attractive panel exposure.

The versatility of the Flat Lock panel allows for very fast and easy installation which makes it very affordable for residential as well as commercial use.

Flat Panel Size

Flat Lock Panels are available in standard sizes with a horizontal coverage of 36” (914 mm) and a vertical coverage of 16” (406 mm) allowing for a 1” (25 mm) hem. The actual coverage area would be 33” x 13” (838 mm x 76 mm).

Flat Panel Weight

Flat Lock panels are available in 26 and 24 gauge.

Available Material

Rheinzink, Plain or Prepainted Steel, Indaten, aluminum and copper.

Available Colours

With a choice of over 40 stock and special colours available including the Perspectra Plus Series, KYNAR 500 and the GraniteDeep Mat colours you have a wide variety of colour and design options available to you.

Measurement Type

image of Plain Finishes
image of Plain Finishes
image of Plain Finishes
image of Plain Finishes
image of Plain Finishes
image of Plain Finishes
image of Plain Finishes
image of Plain Finishes
Finishes

Plain Finishes

Architects and Specification Writers are increasingly selecting unpainted metallic coated steels for architectural roofing and cladding applications on building exteriors where they want a “Silver” metallic finish.

Galvanized

The principle reason for Galvanizing is to protect the steel from corrosion. Galvanized coating is essentially pure zinc. Cold rolled steel is dipped into a bath of molten zinc (hence the name Hot-dipped Galvanized). The coating weight is controlled by “air knives” which adjust to produce the desired coating.

The coating thickness chosen will have a direct impact on the life of the material. Agway uses G90 (imperial) or Z275 (metric) coating weight to insure a long life for the product. G90 Coating contributes about 1.6 mils (0.0016 inches) of thickness to the final coated sheet (or 0.0008 inches of zinc to each side of the material).

Zinc provides outstanding anti-corrosion performance for the steel substrate due to a slow oxidation rate and protective sacrificial action, which inhibits corrosion of the steel. The material is passivated and left “dry” or un-oiled. This passivation process provides increased protection to the coating by immersing the material in an acid solution which removes any “free iron” contamination. This contamination can result in premature corrosion of the material. Another result of passivation is the formation of a transparent oxide film that also protects the material from corrosion. The material is then temper rolled to insure a smooth surface.

Galvanized steel conforms to the general requirements of ASTM A-653/653M

Galvanneal / LZC / Satin coat /Wipe coat

After the galvanizing process and while the zinc is still in liquid form, the steel is annealed by passing the material through a furnace. Once the material is annealed, the coating becomes an iron-zinc alloy rather than a free zinc coating as in Galvanized material. This process provides a smoother matt finish, which improves adhesion for painted applications. Many Galvanneal products are painted after fabrication. Galvanneal material offers more corrosion resistance then cold rolled material, and improved spot-weldability over Galvanized material. The baked zinc coating on Galvanneal material is harder than Galvanized material, which makes it extremely scratchresistant. Agway uses ZF75 Coating weight to insure a long life of the product. The cost of Galvanneal material is less then Galvanized material.

Galvanneal material conforms to the general requirements of ASTM A-653/653M

Galvalume Plus®

Galvalume material has approximately 55% aluminum and 45% zinc coating placed onto the steel strip by the hot dip process. The coating is chemically bonded to the steel and has a clear organic resin coating over the aluminum and zinc. This resin is applied to both sides of the material and is then thermally cured. This coating has a high resistance to storage stain. Galvalume material has at least twice the corrosion resistance of Galvanized material with the same coating thickness. Galvalume Plus is ideal for unpainted roofing and siding, the surface is bright with a fine spangle, and has a high heat reflctivity. However, the end user should be aware that plain Galvalume material may display some variations in aesthetic finish quality and a high degree of consistency cannot be guaranteed. There is no need for chemical treatments or vanishing oil; this helps to minimize fingerprints when handling. Agway uses AZ50 (imperial) or AZM150 (metric) for the coating weight to insure a long life of the product.

Galvalume® material conforms to the general requirements of ASTM A792/792M

Measurement Type