image of CH6-32
image of CH6-32
image of CH6-32
image of CH6-32
image of CH6-32
image of CH6-32

Load Table

PDF - Download imperial load table
PS_ICC_CH6_32_Imp_103

Load Table

PDF - Download metric load table
PS_ICC_CH6_32_Met_103
Industrial/Commercial Cladding

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.

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		 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