image of 7-175
image of 7-175
image of 7-175
image of 7-175
image of 7-175
image of 7-175
image of 7-175
image of 7-175

Load Table

PDF - Download imperial load table
PS_ICC_7_175_Imp_102

Load Table

PDF - Download metric load table
PS_ICC_7_175_Met_102
Industrial/Commercial Cladding

7-175

A traditional profile in Agway’s Exposed Fastener Series, our 7-175 panels are a popular choice for many industrial and commercial building applications. Panel options offer a choice of 35.83”, 30.75” and 25.63” coverage, in a variety of thicknesses and finishes.

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 36
26 18 10 780 30.75
26 18 10 780 25.56
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
26 18 254 19.81 914.4
26 18 254 19.81 781.1
26 18 254 19.81 649.2

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 0.198 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