image of 8-175
image of 8-175
image of 8-175
image of 8-175

Load Table

PDF - Download imperial load table
PS_MR_8_175_Imp_102

Load Table

PDF - Download metric load table
PS_MR_8_175_Met_102
Metal Roofing

8-175

An exposed fastener system, designed specifically for metal roof application, the 8-175 profile demonstrates the versatility of Agway profile designs. Moreover, its load bearing capabilities enable the 8-175 profile to function as a structural member. An economical system that’s easy to install, 8-175 is a popular choice for agricultural, industrial and commercial applications.

Agway’s 8-175 comes in a full range of stock colours, with colour matched fasteners.

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
26 18 10 780 35.83
26 18 10 780 30.75
26 18 10 780 25.63
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
26 18 254 19.81 910
26 18 254 19.81 780
26 18 254 19.81 650

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
0.018 1.04 33 0.118 0.118 0.104
0.024 1.36 33 0.158 0.158 0.138
0.030 1.69 33 0.196 0.196 0.173
0.036 2.02 33 0.234 0.234 0.207
0.048 2.67 33 0.309 0.309 0.275
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
0.457 5.06 230 6.34 6.33 0.142
0.610 6.66 230 8.47 8.47 0.189
0.762 8.25 230 10.5 10.5 0.236
0.914 9.85 230 12.6 12.6 0.282
1.22 13.0 230 16.6 16.6 0.375