image of 2-300
image of 2-300
image of 2-300
image of 2-300
image of 2-300
image of 2-300
image of 2-300
image of 2-300

Load Table

PDF - Download imperial load table
PS_ICC_2_300_Imp_104

Load Table

PDF - Download metric load table
PS_ICC_2_300_Met_104
Industrial/Commercial Cladding

2-300

With a 3” panel depth and available in minimum 22 gauge, Agway’s 2-300 fluted panels provide 24” coverage and offer great strength and spanning capabilities, as well as a very bold and striking appearance.

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
22 16 48 600 24
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 1219.2 15.24 610

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
0.030 1.77 33 0.472 0.473 0.814
0.036 2.11 33 0.599 0.601 0.982
0.048 2.80 33 0.846 0.846 1.31
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 8.63 230 25.4 25.4 1.09
0.914 10.3 230 32.1 32.3 1.34
1.22 13.7 230 45.5 45.5 1.79