image of CH6-32
image of CH6-32

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.

Applications

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Measurement Type


Profile Picture

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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
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