Optimum Rib
A very popular profile for agricultural roof applications, our economical, easy-to-install, Optimum Rib lightweight panels add a professionally finished look to the exterior of any structure. Available in a wide range of colours, Agway’s Optimum Rib profile, combined with available trims, vents, fasteners and other accessories provides a complete cladding solution for any project.
Measurement Type
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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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.
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.
8. Plain or painted Galvalume sheets should not be used on Animal Confinement Buildings.
Specifications
GAUGE | LENGTH | COVERAGE | ||
---|---|---|---|---|
MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
30 | 24 | 30 | 780 | 36 |
GAUGE | LENGTH | COVERAGE | ||
---|---|---|---|---|
MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
30 | 24 | 762 | 19.81 | 915 |
Section Properties
BASE STEEL THICKNESS |
WEIGHT G90 |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
---|---|---|---|---|---|
in | psf | ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
0.0135 | 0.71 | 80 | 0.0126 | 0.0099 | 0.0083 |
0.0180 | 0.93 | 33 | 0.0167 | 0.0144 | 0.0110 |
0.0240 | 1.22 | 33 | 0.0220 | 0.0198 | 0.0146 |
BASE STEEL THICKNESS |
MASS Z275 |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
---|---|---|---|---|---|
mm | kg/m | MPa | MID SPAN x10 3 mm3 |
SUPPORT x10 3 mm3 |
MID SPAN x10 3 mm3 |
0.343 | 3.46 | 550 | 0.676 | 0.533 | 0.0113 |
0.457 | 4.52 | 230 | 0.895 | 0.772 | 0.0150 |
0.610 | 5.94 | 230 | 1.18 | 1.07 | 0.0199 |