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Post Type Description

image of CH5-32
image of CH5-32
image of CH5-32
image of CH5-32

Load Table

PDF - Download imperial load table
PS_LWC_CH5_32_Imp_103

Load Table

PDF - Download metric load table
PS_LWC_CH5_32_Met_103
Light Weight Cladding

CH5-32

Our economical, easy-to-install, CH5-32 lightweight wall system adds a professionally finished look to the exterior or interior of any structure. For convenience and versatility, these 32” panels can be installed vertically or horizontally and, once installed, are extremely weather resistant and virtually maintenance free. Available in a wide range of colours, Agway’s CH5-32 profile, combined with available trims, fasteners and other accessories, provides a complete solution for any project.

Measurement Type

Profile Picture

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
29 22 10 540 32
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
29 22 254 13.72 813

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
0.012 0.61 33 0.011 0.0116 0.0037
0.0150 0.68 33 0.0112 0.012 0.0039
0.018 0.88 33 0.0207 0.0208 0.0072
0.024 1.16 33 0.0304 0.0312 0.0107
0.03 1.43 33 0.0386 0.0413 0.0144
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
0.305 2.97 230 0.59 0.621 0.0051
0.381 3.3 230 0.6 0.643 0.0053
0.457 4.31 230 1.11 1.12 0.0093
0.61 5.66 230 1.63 1.67 0.0146
0.762 7 230 2.07 2.22 0.0196
image of DR6-75
image of DR6-75
image of DR6-75
image of DR6-75
image of DR6-75
image of DR6-75
image of DR6-75
image of DR6-75

Load Table

PDF - Download imperial load table
PS_LWC_DR6_75_Imp_103

Load Table

PDF - Download metric load table
PS_LWC_DR6_75_Met_103
Light Weight Cladding

DR6-75

The Agway DR6-75 series features an inverted Diamond Rib profile, which presents a visually ‘softer’ finished look to surfaces. These versatile, lightweight panels are extremely weather resistant and virtually maintenance free. For added flexibility and convenience, panels can be installed vertically or horizontally and are available in a wide range of colours, Agway’s DR6-75 profile, combined with available trims, fasteners and other accessories, provides a complete cladding solution for any project.

Measurement Type

Profile Picture

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
30 24 16 540 36
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
30 24 406 13.72 914

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
0.0120 0.64 33 0.0202 0.0221 0.0098
0.0135 0.71 80 0.0208 0.0232 0.0102
0.0180 0.93 33 0.0361 0.0381 0.0182
0.0240 1.22 33 0.0498 0.0550 0.0268
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
0.305 3.11 230 1.09 1.19 0.0133
0.343 3.46 550 1.12 1.25 0.0140
0.457 4.52 230 1.94 2.04 0.0248
0.610 5.94 230 2.68 2.96 0.0366
image of Lo-Rib
image of Lo-Rib

Load Table

PDF - Download imperial load table
PS_LWC_LoRib_Imp_104

Load Table

PDF - Download metric load table
PS_LWC_LoRib_Met_104
Light Weight Cladding

Lo-Rib

Among the most economical panels on the market, Agway’s lightweight Lo-rib profile is ideal for use on high sloped roofs, or as exterior and interior siding. Lo-Rib installs easily and adds a professional finish to any structure. Available in a wide range of colours, Agway’s Lo Rib profile, combined with available trims, fasteners and other accessories, provides a complete solution for any project.

Measurement Type

Profile Picture

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

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
30 24 10 600 37.55
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
30 24 254 15.24 954

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
0.0120 0.560 80
0.0135 0.626 80
0.0180 0.813 50
0.0240 1.037 33
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
0.305 2.73 550
0.343 3.06 550
0.457 3.97 345
0.610 5.06 230
image of 4-150
image of 4-150
image of 4-150
image of 4-150
image of 4-150
image of 4-150
image of 4-150
image of 4-150

Load Table

PDF - Download imperial load table
PS_LWC_4_150_Imp_102

Load Table

PDF - Download metric load table
PS_LWC_4_150_Met_102
Light Weight Cladding

4-150

When a more dramatic exterior appearance or stronger profile is required, Agway’s economical, easy-to-install 4-150 profile is your choice. This versatile profile can be installed as a wall cladding or roof cladding and it’s 1 3/8” rib depth provides extra strength to allow for wider support spacing. Available in a wide range of colours, Agway’s 4-150 profile, combined with available trims, fasteners and other accessories, provides a complete solution for any project.

Measurement Type

Profile Picture

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
29 22 10 828 36
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
29 22 254 21.03 914

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
0.0135 0.73 80 0.0340 0.0278 0.0455
0.0150 0.80 33 0.0428 0.0364 0.0564
0.0180 0.95 50 0.0509 0.0432 0.0673
0.0240 1.25 33 0.0777 0.0674 0.0938
0.0300 1.55 33 0.101 0.0867 0.117
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
0.343 3.55 550 1.83 1.49 0.0621
0.381 3.91 230 2.30 1.95 0.0769
0.457 4.64 345 2.74 2.32 0.0919
0.610 6.09 230 4.17 3.62 0.128
0.762 7.54 230 5.45 4.66 0.160
image of Diamond Rib
image of Diamond Rib
image of Diamond Rib
image of Diamond Rib
image of Diamond Rib
image of Diamond Rib
image of Diamond Rib
image of Diamond Rib

Load Table

PDF - Download imperial load table
PS_LWC_DiamondRib_Imp_103

Load Table

PDF - Download metric load table
PS_LWC_DiamondRib_Met_103
Light Weight Cladding

Diamond Rib

Agway’s Diamond Rib profile is one of our most popular and versatile lightweight profiles. Economical and easy to install, the Diamond Rib profile is the standard wall cladding for agricultural applications, and captures the classic barn look. For convenience and simplicity, these versatile panels can be installed vertically or horizontally on a wall, or as a roof panel and, once installed, are extremely weather resistant and virtually maintenance free. Available in a wide range of colours, Agway’s Diamond Rib profile, combined with available trims, vents, fasteners and other accessories, provides a complete cladding solution for any project.

Measurement Type

Profile Picture

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
30 24 16 540 36
30 22 16 480 30
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
30 24 406 13.72 914
30 22 406 12.92 780

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
0.0120 0.64 33 0.0221 0.0202 0.0144
0.0135 0.71 80 0.0227 0.0203 0.0152
0.0180 0.93 33 0.0381 0.0361 0.0227
0.0240 1.22 33 0.0550 0.0498 0.0302
0.0300 1.51 33 0.0683 0.0637 0.0637
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
0.305 3.11 230 1.19 1.09 0.0196
0.343 3.46 550 1.22 1.09 0.0207
0.457 4.52 230 2.04 1.94 0.0309
0.610 5.94 230 2.96 2.68 0.0412
0.762 7.36 230 3.67 3.42 0.0514
image of CH6-32
image of CH6-32
image of CH6-32
image of CH6-32

Load Table

PDF - Download imperial load table
PS_LWC_CH6_32_Imp_103

Load Table

PDF - Download metric load table
PS_LWC_CH6_32_Met_103
Light Weight Cladding

CH6-32

Our economical, easy-to-install, CH6-32 lightweight wall system adds a professionally finished look to the exterior or interior of any structure. For convenience and versatility, these 32” panels can be installed vertically or horizontally and, once installed, are extremely weather resistant and virtually maintenance free. Available in a wide range of colours, Agway’s CH5-32 profile, combined with available trims, fasteners and other accessories, provides a complete solution for any project.

Measurement Type

Profile Picture

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
29 22 10 540 32
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
29 22 254 13.72 813

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
0.012 0.61 33 0.0116 0.011 0.0056
0.0150 0.68 33 0.0116 0.0108 0.0056
0.018 0.88 33 0.0208 0.0207 0.0092
0.024 1.16 33 0.0312 0.0304 0.0125
0.03 1.43 33 0.0413 0.0386 0.0156
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
0.305 2.97 230 0.621 0.59 0.0076
0.381 3.3 230 0.625 0.58 0.0077
0.457 4.31 230 1.12 1.11 0.0126
0.61 5.66 230 1.67 1.63 0.0171
0.762 7 230 2.22 2.07 0.0213
image of Optimum Rib
image of Optimum Rib
image of Optimum Rib
image of Optimum Rib
image of Optimum Rib
image of Optimum Rib
image of Optimum Rib
image of Optimum Rib

Load Table

PDF - Download imperial load table
PS_LWC_OptimumRib_Imp_102

Load Table

PDF - Download metric load table
PS_LWC_OptimumRib_Met_102
Light Weight Cladding

Optimum Rib

A very popular profile for agricultural roof applications, our economical, easy-to-install, Optimum Rib lightweight panels add a professionally finished look to the exterior of any structure. Available in a wide range of colours, Agway’s Optimum Rib profile, combined with available trims, vents, fasteners and other accessories provides a complete cladding solution for any project.

Measurement Type

Profile Picture

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

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 1/180 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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
30 24 30 468 36
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
30 24 762 11.89 915

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
0.0135 0.71 80 0.0126 0.0099 0.0083
0.0180 0.93 33 0.0167 0.0144 0.0110
0.0240 1.22 33 0.0220 0.0198 0.0146
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
0.343 3.46 550 0.676 0.533 0.0113
0.457 4.52 230 0.895 0.772 0.0150
0.610 5.94 230 1.18 1.07 0.0199
image of AL-315
image of AL-315
image of AL-315
image of AL-315

Product Sheet

Industrial/Commercial Cladding

AL-315

Agway’s pre-caulked AL-315 liner panel, available in a variety of thicknesses, provides a clean interior wall surface while acting as a vapour barrier in an insulated wall system. It boasts clean, aesthetically pleasing lines and is available in a range of standard colours and finishes.

Measurement Type

Profile Picture

image of profile picture in imperial

1. This liner sheet does not contribute to the structural performance of the panel.
2. All external loads and deflection requirements must be supported by the outer sheet.
3. Recommended usage guide:
Spans up to 6’- 0.018”
Spans 6’ to 8’- 0.024”
Spans 8’ to 10’- 0.030”
Spans over 10’-consult your sales representative
4. The prime purpose of the liner sheet is to provide a vapour barrier.
5. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.

image of profile picture in metric

1. This liner sheet does not contribute to the structural performance of the panel.
2. All external loads and deflection requirements must be supported by the outer sheet.
3. Recommended usage guide:
Spans up to 6’- 0.018”
Spans 6’ to 8’- 0.024”
Spans 8’ to 10’- 0.030”
Spans over 10’-consult your sales representative
4. The prime purpose of the liner sheet is to provide a vapour barrier.
5. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
26 18 52 540 31.5
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 1321 13.27 800
image of CH6-32
image of CH6-32
image of CH6-32
image of CH6-32
image of CH6-32
image of CH6-32

Load Table

PDF - Download imperial load table
PS_ICC_CH6_32_Imp_103

Load Table

PDF - Download metric load table
PS_ICC_CH6_32_Met_103
Industrial/Commercial Cladding

CH6-32

Available in gauges 30 to 24, our versatile CH6-32 profile can be used as wall cladding, as an interior liner, as accent striping with other contiguous profiles, or to emulate the look of a batten board cladding.

Measurement Type

Profile Picture

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 1/180 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

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 1/180 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
29 22 10 540 32
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
29 22 254 13.72 813

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA		 SPECIFIED WEB
CRIPPLING DATA(LB)
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4		 END
Pe1		 END
Pe2		 INTERIOR
Pi1		 INTERIOR
Pi2
0.012 0.61 33 0.0116 0.011 0.0056 21.4 5.34 40.5 6.88
0.0150 0.68 33 0.0116 0.0108 0.0056 58.5 14.6 111 18.9
0.018 0.88 33 0.0208 0.0207 0.0092 51 12.8 96.6 16.4
0.024 1.16 33 0.0312 0.0304 0.0125 93.8 23.5 178 30.2
0.03 1.43 33 0.0413 0.0386 0.0156 150 37.5 284 48.2
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA		 SPECIFIED WEB
CRIPPLING DATA(LB)
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3		 END
Pe1		 END
Pe2		 INTERIOR
Pi1		 INTERIOR
Pi2
0.305 2.97 230 0.621 0.59 0.0076 0.315 0.079 0.597 0.102
0.381 3.3 230 0.625 0.58 0.0077 0.852 0.213 1.62 0.275
0.457 4.31 230 1.12 1.11 0.0126 0.752 0.188 1.43 0.242
0.61 5.66 230 1.67 1.63 0.0171 1.38 0.346 2.62 0.445
0.762 7 230 2.22 2.07 0.0213 2.21 0.553 4.18 0.711
image of CH5-32
image of CH5-32
image of CH5-32
image of CH5-32
image of CH5-32
image of CH5-32
image of CH5-32
image of CH5-32

Load Table

PDF - Download imperial load table
PS_ICC_CH5_32_Imp_103

Load Table

PDF - Download metric load table
PS_ICC_CH5_32_Met_103
Industrial/Commercial Cladding

CH5-32

Available in gauges 30 to 22, our versatile CH5-32 profile can be used as wall cladding, as an interior liner, as accent striping with other contiguous profiles, or to emulate the look of a batten board cladding.

Measurement Type

Profile Picture

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 1/180 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

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 1/180 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
29 22 10 540 32
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
29 22 254 13.72 813

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
0.012 0.61 33 0.0116 0.011 0.0056
0.015 0.68 33 0.0108 0.0108 0.0056
0.018 0.88 33 0.0208 0.0207 0.0092
0.024 1.16 33 0.0312 0.0304 0.0125
0.03 1.43 33 0.0413 0.0386 0.0156
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
0.305 2.97 230 0.621 0.59 0.0076
0.381 3.3 230 0.625 0.58 0.0077
0.457 4.31 230 1.12 1.11 0.0126
0.61 5.66 230 1.67 1.63 0.0171
0.762 7 230 2.22 2.07 0.0213
image of 2-300
image of 2-300
image of 2-300
image of 2-300
image of 2-300
image of 2-300
image of 2-300
image of 2-300

Load Table

PDF - Download imperial load table
PS_ICC_2_300_Imp_104

Load Table

PDF - Download metric load table
PS_ICC_2_300_Met_104
Industrial/Commercial Cladding

2-300

With a 3” panel depth and available in minimum 22 gauge, Agway’s 2-300 fluted panels provide 24” coverage and offer great strength and spanning capabilities, as well as a very bold and striking appearance.

Measurement Type

Profile Picture

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 1/180 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

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 1/180 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 15.24 610

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
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 8.63 230 25.4 25.4 1.09
0.914 10.3 230 32.1 32.3 1.34
1.22 13.7 230 45.5 45.5 1.79
image of 3-300
image of 3-300
image of 3-300
image of 3-300
image of 3-300
image of 3-300

Load Table

PDF - Download imperial load table
PS_ICC_3_300_Imp_103

Load Table

PDF - Download metric load table
PS_ICC_3_300_Met_103
Industrial/Commercial Cladding

3-300

With a 3” panel depth and available in minimum 22 gauge, Agway’s 3-300 fluted panels provide 24” coverage and offer great strength and spanning capabilities, as well as a very bold and striking appearance.

Measurement Type

Profile Picture

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 1/180 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

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 1/180 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 15.42 610

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 2.06 33 0.375 0.397 0.677
0.036 2.46 33 0.485 0.503 0.880
0.048 3.27 33 0.675 0.724 1.27
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 12.0 230 26.0 27.0 1.20
1.22 15.9 230 36.2 38.8 1.73