Diamond Rib

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Diamond Rib

Available in 30 gauge to 24 gauge, AGWAY’s extremely popular and versatile Diamond Rib profiles can be used as wall and roofing cladding or interior liner panels, as well as accent striping with other as well as other contiguous profiles. Diamond Rib is ideal for agricultural, industrial or commercial applications.

PROFILE PICTURES

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.

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
30 24 16 540 36
30 22 16 480 30
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
30 24 406 13.72 914
30 22 406 12.92 780

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
0.0120 0.64 33 0.0221 0.0202 0.0144
0.0135 0.71 80 0.0227 0.0203 0.0152
0.0180 0.93 33 0.0381 0.0361 0.0227
0.0240 1.22 33 0.0550 0.0498 0.0302
0.0300 1.51 33 0.0683 0.0637 0.0376
BASE STEEL
THICKNESS
MASS
Z275
YIELD
STRESS
SECTION
MODULUS
DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x 103mm3
SUPPORT
x 103mm3
MID SPAN
x 106mm4
0.305 3.11 230 1.19 1.09 0.0196
0.343 3.46 550 1.22 1.09 0.0207
0.457 4.52 230 2.04 1.94 0.0309
0.610 5.94 230 2.96 2.68 0.0412
0.762 7.36 230 3.67 3.42 0.0514