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