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Post Type Description

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
30 22 10 540 32
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
30 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
image of Century Rib
image of Century Rib
image of Century Rib
image of Century Rib
image of Century Rib
image of Century Rib
image of Century Rib
image of Century Rib

Load Table

PDF - Download imperial load table
PS_LWC_CenturyRib_Imp_102

Load Table

PDF - Download metric load table
PS_LWC_CenturyRib_Met_102
Light Weight Cladding

Century Rib

Economical and easy-to-install, Agway’s Century Rib profile is our most popular product for agricultural roof applications. Available in a wide range of colours, Agway’s Century Rib profile, combined with available trims, vents, fasteners and other accessories, provides a complete roofing 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 0.0108 0.0091 0.0078
0.0135 0.71 80 0.0121 0.0099 0.0088
0.0180 0.93 33 0.0161 0.0144 0.0117
0.0240 1.22 33 0.0213 0.0199 0.0155
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 0.581 0.487 0.0102
0.343 3.46 550 0.653 0.530 0.0115
0.457 4.52 230 0.865 0.775 0.0153
0.610 5.94 230 1.14 1.07 0.0204
image of 4-300
image of 4-300
image of 4-300
image of 4-300
image of 4-300
image of 4-300

Load Table

PDF - Download imperial load table
PS_ICC_4_300_Imp_102

Load Table

PDF - Download metric load table
PS_ICC_4_300_Met_102
Industrial/Commercial Cladding

4-300

With a 3”panel depth and available in minimum 22 gauge, Agway’s 4-300 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 2.32 33 0.485 0.492 0.866
0.036 2.78 33 0.621 0.624 1.07
0.048 3.68 33 0.882 0.898 1.46
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 11.3 230 26.0 26.4 1.18
0.914 13.6 230 33.3 33.4 1.46
1.22 18.0 230 47.4 48.2 2.00
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_ICC_DR6_75_Imp_103

Load Table

PDF - Download metric load table
PS_ICC_DR6_75_Met_103
Industrial/Commercial Cladding

DR6-75

DR6-75 features an inverted Diamond profile, which presents a visually ‘softer’ finished look to surfaces. Available in 30 gauge to 24 gauge, Agway’s extremely popular and versatile Diamond Rib profiles can be used as wall cladding or interior liner panels, as well as for accent striping with other contiguous profiles. Diamond Rib is ideal for agricultural, industrial or commercial applications. Diamond Rib comes in a variety of colours and finishes.

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
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 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_ICC_DiamondRib_Imp_103

Load Table

PDF - Download metric load table
PS_ICC_DiamondRib_Met_103
Industrial/Commercial Cladding

Diamond Rib

Available in 30 gauge to 22 gauge, Agway’s extremely popular and versatile Diamond Rib profiles can be used as wall cladding or interior liner panels, as well as accent striping with other as well as other contiguous profiles. Diamond Rib is ideal for agricultural, industrial or commercial applications.

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
30 24 16 540 36
30 22 16 480 30
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
30 22 406 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 0.0376
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 3-150
image of 3-150
image of 3-150
image of 3-150
image of 3-150
image of 3-150
image of 3-150
image of 3-150

Load Table

PDF - Download imperial load table
PS_ICC_3_150_Imp_106

Load Table

PDF - Download metric load table
PS_ICC_3_150_Met_106
Industrial/Commercial Cladding

3-150

Ideal for both roof and wall applications, Agway 3-150 profile panels are extremely popular for pre-engineered buildings and are found in a wide variety of industrial and commercial applications. The 36” wide panels are available in a range of thickness and finishes.

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 1/180 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
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 10 828 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
0.0180 0.95 33 0.0470 0.0539 0.0422
0.0240 1.25 33 0.0674 0.0777 0.0666
0.0300 1.55 33 0.0867 0.101 0.0911
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
0.457 4.64 230 2.52 2.90 0.0575
0.610 6.09 230 3.62 4.17 0.0908
0.762 7.54 230 4.66 5.45 0.124
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_ICC_4_150_Imp_102

Load Table

PDF - Download metric load table
PS_ICC_4_150_Met_102
Industrial/Commercial Cladding

4-150

Ideal for both roof and wall applications, Agway 4-150 profile panels are extremely popular for pre-engineered buildings and can also be used in a wide variety of industrial and commercial applications. The 36” wide panels are available in a range of thickness and finishes.

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 10 828 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 7/8″ Corrugated
image of 7/8″ Corrugated
image of 7/8″ Corrugated
image of 7/8″ Corrugated
image of 7/8″ Corrugated
image of 7/8″ Corrugated
image of 7/8″ Corrugated
image of 7/8″ Corrugated

Load Table

PDF - Download imperial load table
PS_ICC_7_8Corrugated_Imp_102

Load Table

PDF - Download metric load table
PS_ICC_7_8Corrugated_Met_102
Industrial/Commercial Cladding

7/8″ Corrugated

Very popular among architects, Agway’s 7/8” Corrugated profile features panels with exposed fasteners and no hard lines, resulting in a highly consistent appearance and a more organic overall look. Panels are available in a variety of widths, thicknesses and finishes.

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
28 18 30 780 37.25
28 18 30 780 31.94
30 18 30 780 26.59
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
28 18 762 19.81 946.2
28 18 762 19.81 811.28
30 18 762 19.81 675.39

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
0.018 1.00 33 0.0566 0.0566 0.0248
0.024 1.32 33 0.0743 0.0743 0.0325
0.030 1.64 33 0.0913 0.0913 0.0399
0.036 1.95 33 0.108 0.108 0.0471
0.048 2.58 33 0.139 0.139 0.0607
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
0.457 4.90 230 3.04 3.04 0.0338
0.610 6.44 230 3.99 3.99 0.0444
0.762 7.99 230 4.91 4.91 0.0545
0.914 9.53 230 5.79 5.79 0.0643
1.22 12.6 230 7.46 7.46 0.0829
image of 7-175
image of 7-175
image of 7-175
image of 7-175
image of 7-175
image of 7-175
image of 7-175
image of 7-175

Load Table

PDF - Download imperial load table
PS_ICC_7_175_Imp_102

Load Table

PDF - Download metric load table
PS_ICC_7_175_Met_102
Industrial/Commercial Cladding

7-175

A traditional profile in Agway’s Exposed Fastener Series, our 7-175 panels are a popular choice for many industrial and commercial building applications. Panel options offer a choice of 35.83”, 30.75” and 25.63” coverage, in a variety of thicknesses and finishes.

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
26 18 10 780 36
26 18 10 780 30.75
26 18 10 780 25.56
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
26 18 254 19.81 914.4
26 18 254 19.81 781.1
26 18 254 19.81 649.2

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
0.018 1.04 33 0.118 0.118 0.104
0.024 1.36 33 0.158 0.158 0.138
0.030 1.69 33 0.198 0.196 0.173
0.036 2.02 33 0.234 0.234 0.207
0.048 2.67 33 0.309 0.309 0.275
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
0.457 5.06 230 6.34 6.33 0.142
0.610 6.66 230 8.47 8.47 0.189
0.762 8.25 230 10.5 10.5 0.236
0.914 9.85 230 12.6 12.6 0.282
1.22 13.0 230 16.6 16.6 0.375
image of Decorative Metal Panels
image of Decorative Metal Panels

Product Sheet

Industrial/Commercial Cladding

Decorative Metal Panels

For walls, fascia, or soffits, Agway’s complete line of Hidden Fastener Decorative Metal Panels is ideal for a variety of applications. Available for immediate shipment, these decorative panels are available in custom lengths up to 20’ in a range of colours, and in vented (round or slotted holes) or non-vented variants.

Measurement Type

Profile Picture

image of profile picture in imperial

 

  • Wall, Fascia or Soffit applications
  • Custom lengths from 1’-0” to 20’-2”
  • Excellent colour selection for immediate shipment
  • Prepainted Steel, Aluminum, Copper, Stainless Steel and Zinc
  • Custom dimensioning also available
  • Venting available in round or slotted holes
  • Stiffener ribs available in V-Rib or Bubble Rib
    Maximum length: V-Rib: 12’ – 0”, Bubble Rib: 10’ – 0”
  • Available in 26 ga. and 24 ga.
  • Attractive appearance
  • Easy Soffit installation – secure with screws or nails to underside of overhang

 

V-Rib and Bubble Rib Stiffeners

image of decorative metal panels - V-Rib and Bubble Rib Stiffeners

Flashings and Trims F-10/P-75

image of decorative metal panels - Flashings and Trims F-10/P-75 - 1571 OUTSIDE CORNERimage of decorative metal panels - Flashings and Trims F-10/P-75 - 1572 INSIDE CORNERimage of decorative metal panels - Flashings and Trims F-10/P-75 - 1573 BASE/DRIP

image of decorative metal panels - Flashings and Trims F-10/P-75 - 1574 BASE/DRIPimage of decorative metal panels - Flashings and Trims F-10/P-75 - 1575 BASE/DRIPimage of decorative metal panels - Flashings and Trims F-10/P-75 - 1576 J TRIM

image of decorative metal panels - Flashings and Trims F-10/P-75 - 1577 J TRIMimage of decorative metal panels - Flashings and Trims F-10/P-75 - 1578 J TRIMimage of decorative metal panels - Flashings and Trims F-10/P-75 - 15789 JAMB

image of profile picture in metric

 

  • Wall, Fascia or Soffit applications
  • Custom lengths from 0.31m to 6.2m
  • Excellent colour selection for immediate shipment
  • Prepainted Steel, Aluminum, Copper, Stainless Steel and Zinc
  • Custom dimensioning also available
  • Venting available in round or slotted holes
  • Stiffener ribs available in V-Rib or Bubble Rib
    Maximum length: V-Rib: 3.7m, Bubble Rib: 3.1m
  • Available in 26 ga. and 24 ga.
  • Attractive appearance
  • Easy Soffit installation – secure with screws or nails to underside of overhang

 

V-Rib and Bubble Rib Stiffeners

image of decorative metal panels - V-Rib and Bubble Rib Stiffeners

Flashings and Trims F-10/P-75

image of decorative metal panels - Flashings and Trims F-10/P-75 - 1571 OUTSIDE CORNERimage of decorative metal panels - Flashings and Trims F-10/P-75 - 1572 INSIDE CORNERimage of decorative metal panels - Flashings and Trims F-10/P-75 - 1573 BASE/DRIP

image of decorative metal panels - Flashings and Trims F-10/P-75 - 1574 BASE/DRIPimage of decorative metal panels - Flashings and Trims F-10/P-75 - 1575 BASE/DRIPimage of decorative metal panels - Flashings and Trims F-10/P-75 - 1576 J TRIM

image of decorative metal panels - Flashings and Trims F-10/P-75 - 1577 J TRIMimage of decorative metal panels - Flashings and Trims F-10/P-75 - 1578 J TRIMimage of decorative metal panels - Flashings and Trims F-10/P-75 - 1579 JAMB