image of HF-12
image of HF-12
image of HF-12
image of HF-12
image of HF-12
image of HF-12
image of HF-12
image of HF-12

HF-12

HF-12, a popular choice among architects for a variety of institutional, industrial and commercial applications, is Agway’s most popular Hidden Fastener profile. With no visible fasteners, these 12”panels install easily and deliver the clean, sleek lines of contemporary surfaces,

Available in a range of gauges and a variety of standard and custom colours, HF-12 enables customers to specify the ideal combination of strength and aesthetics that optimize achievement of all project objectives.

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. 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 13.72 305

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 0.0903 0.132 0.0817
0.036 2.23 33 0.120 0.158 0.106
0.048 2.96 33 0.184 0.210 0.163
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 4.84 7.10 0..111
0.914 10.6 230 6.45 8.50 0.144
1.22 14.2 230 9..88 11.3 0.221