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_MR_7_8Corrugated_Imp_102

Load Table

PDF - Download metric load table
PS_MR_7_8Corrugated_Met_102
Metal Roofing

7/8″ Corrugated

An exposed fastener system, the 7/8” Corrugated profile demonstrates the versatility of Agway profile designs. Because this exposed fastener profile is both economical and very easy to install, it is a popular choice for high slope roofs as well as wall and soffit applications.

Moreover, its load bearing capabilities enable Agway’s 7/8″ Corrugated profile system components to function as a structural member. Panels are available in various shapes and styles, in a full range of stock colours with colour matched fasteners, and trims.

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 35.58
28 18 30 780 31.94
30 18 30 780 26.93
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
28 18 762 19.81 878.3
28 18 762 19.81 811.28
30 18 762 19.81 684

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