Diamond Rib

Diamond Rib

AGWAY’s Diamond Rib profile is one of our most popular and versatile lightweight profiles. Economical and easy to install, the Diamond Rib profile is the standard wall cladding for agricultural applications, and captures the classic barn look. For convenience and simplicity, these versatile panels can be installed vertically or horizontally on a wall, or as a roof panel and, once installed, are extremely weather resistant and virtually maintenance free. Available in a wide range of colours, Agway’s Diamond Rib profile, combined with available trims, vents, fasteners and other accessories, provides a complete cladding solution for any project.

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 0.0637
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