image of HF-8
image of HF-8
image of HF-8
image of HF-8
image of HF-8
image of HF-8
image of HF-8
image of HF-8

Load Table

PDF - Download imperial load table
PS_ICC_HF_8F_NF_Imp_105

Load Table

PDF - Download metric load table
PS_ICC_HF_8F_NF_Met_105
Industrial/Commercial Cladding

HF-8

Featuring all of the benefits of Agway’s celebrated Hidden Fastener system, the HF-8 provides a 12” wide panel that includes a 4” return, providing a board and batten appearance that is ideal for any institutional, industrial or commercial applications.

Available in a range of gauges and a variety of standard and custom colours, HF-8 enables customers to specify the ideal combination of strength and aesthetics that optimize achievement of all project objectives.

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. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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
22 18 10 540 12
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 254 13.27 305

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
0.030 1.87 33 0.0975 0.149 0.114
0.036 2.23 33 0.130 0.190 0.148
0.048 2.96 33 0.206 0.283 0.224
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
0.762 8.85 230 5.23 7.98 0.155
0.914 10.6 230 6.96 10.2 0.202
1.22 14.2 230 11.0 15.2 0.305