image of HV-12
image of HV-12
image of HV-12
image of HV-12
image of HV-12
image of HV-12
image of HV-12
image of HV-12

Load Table

PDF - Download imperial load table
PS_ICC_HV_12_Imp_104

Load Table

PDF - Download metric load table
PS_ICC_HV_12_Met_104
Industrial/Commercial Cladding

HV-12

Agway’s new HV-12 Profile Offers Architects More Commercial Cladding Choices for New Projects.

In its continuing efforts to provide architects with wider product selections and more options, Agway introduce our new HV-12 profile, designed expressly to make it easier for architects to infuse a subtle but unique aesthetic into the exterior of any commercial project.

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 20 10 540 12
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 20 254 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
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