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

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.

Applications

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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 0.011 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