image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL
image of RD36 | RD36 CL

Load Table

PDF - Download imperial load table
PS_RFD_RD36_CL_Imp_105

Load Table

PDF - Download metric load table
PS_RFD_RD36_CL_Met_105
Roof & Floor Deck

RD36 | RD36 CL

The RD36 profile is Agway’s most popular roof deck section and is the preferred deck section for industrial/commercial applications.

Our structural roof deck sections are available in a wide range of gauges in Galvanneal, galvanized or prepainted finishes: these options enable customers to determine the optimal combination of strength, performance, and affordability that best satisfies project-specific criteria. Agway roof deck sections are also available in an acoustic format with pre-punched holes in the webs of the deck which combine with acoustic batt insulation to significantly reduce ambient noise within a structure.

Bundled deck produced from either Galvanneal or G90 Galvanized coated steel is susceptible to storage stain when exposed to the elements. This staining is superficial only and is not a valid reason for rejection of this product.

For more information, refer to CSSBI Fact Sheet #33

Measurement Type

Profile Picture

image of profile picture in imperial
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 1/240 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
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 1/240 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 36" 540" 36"
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 16 914 mm 13.72 m 914 mm

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 1.69 33 0.184 0.194 0.163
0.036 2.02 33 0.226 0.233 0.204
0.048 2.68 33 0.307 0.315 0.208
0.060 3.33 33 0.387 0.389 0.349
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 8.27 230 9.89 10.4 0.223
0.914 9.86 230 12.1 12.5 0.278
1.22 13.1 230 16.5 16.9 0.382
1.52 16.3 230 20.8 20.9 0.476