image of 6-150
image of 6-150
image of 6-150
image of 6-150
image of 6-150
image of 6-150
image of 6-150
image of 6-150

Load Table

PDF - Download imperial load table
PS_ICC_6_150_Imp_104

Load Table

PDF - Download metric load table
PS_ICC_6_150_Met_104
Industrial/Commercial Cladding

6-150

Widely used in industrial and commercial building applications, Agway 6-150 is the most widely used of our Exposed Fastener Series. Panels are available in 24″, 30” and 36” 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 20 10 780 36
26 20 10 780 30
26 20 10 780 24
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
26 20 254 19.81 914
26 20 254 19.81 780
26 20 254 19.81 610

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 0.0888 0.0940 0.0796
0.024 1.36 33 0.127 0.136 0.119
0.030 1.69 33 0.162 0.175 0.157
0.036 2.02 33 0.198 0.208 0.194
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 4.77 5.06 0.108
0.610 6.66 230 6.82 7.28 0.162
0.762 8.25 230 8.73 9.38 0.214
0.914 9.85 230 10.7 11.2 0.265