CONDENSTOP®
Protect Your Livestock or Dry Goods From Potential Hazards of Condensation on Metal Roof Panels
Whenever the outside temperature drops below the dew point, condensation from water vapour will inevitably form on the interior of metal roof panels. And, whether the building is used to house and protect livestock, or simply to store dry goods, condensation poses serious threats that can potentially harm the building’s valuable contents.
For more than 15 years, CondenStop® has been preventing problems caused by moisture from condensation in metal buildings and roof systems, and offers a far superior solution to blankets and retarders in protecting insulation in open metal roof systems. Installing panels enhanced with CondenStop will also save on contractor labour and equipment costs associated with common fiberglass anti-condensation blankets. Featuring the industry’s most advanced technology, CondenStop remains the market leader in keeping building insulation and contents dry.
Resources
What’s the Harm in Excess Condensation? Plenty.
Condensation, sweating and dripping can have severe, adverse effects on the health and quality of life for livestock housed in agricultural shelters, as well as on the condition of goods stored in storage facilities and hangars. Other common but inefficient solutions for condensation problems – including insulated panels, or ventilation systems – are expensive and are not, in fact, required for thermal performance, whereas CondenStop® is both economical and a highly efficient pre-emptive solution to condensation in storage facilities.
CondenStop® Eliminates Interior Roof Panel Condensation
Factory applied to roof panels by AGWAY Metals, lightweight CondenStop® offers an economical solution to prevent problems caused by condensation in metal buildings and roof systems used in agricultural, industrial and commercial buldings.
Ideal for new installations or retrofits, CondenStop employs technologically advanced layers of synthetic, nonwoven fleece, with unique Thermoplastic Microspheres, to absorb and store condensed water vapour, thereby managing/regulating interior humidity. Once the appropriate temperature and ventilation conditions return, moisture retained by CondenStop will once again evaporate into the ambient interior air through convection.
Advanced Technology is Key to CondenStop’s Efficiency
Because it exposes a very large surface area (up to 60 sq ft per each sq ft of fleece), the distribution of large and small pores in CondenStop’s creates the critical characteristics required to retain/store extraordinary volumes of moisture to prevent sweating and dripping of metal roofs. In fact, each ConenStop’s unique combination of fibers and microspheres results in an unparalleled Time-to-Drip. Just a few hours till drip formation is not sufficient, building owners and users need a drip-free, sweat-free building 24/7.
Benefits of CondenStop® from AGWAY Metals Include:
- Eliminates condensation more effectively, for less cost
- Protects livestock, assets and investments from moisture related problems
- Saves time and money vs. other vapor barrier products
- Can be used in place of traditional vapor retarders
- Increases interior corrosion protection
- Light gray color enhances the interior appearance of an open frame roofs
Performance-Tested CondenStop® is Fully Warranted Against De-lamination for 20 Years.
Testing Methodology
The effects of corrosion on steel panels covered with CondenStop® was evaluated through the completion of cyclic condensation tests, in which three different steel sheets were used for testing; bare mild steel; hot dip galvanized steel; and zincalume. All sheets were directly exposed to a highly salt laden exterior environment. CondenStop® was tested by adhering, as would be done in practice, to the three different steel sheet types.
By cycle changing temperature and accelerated cooling and drying in an environmental chamber, condensation was created at the surface of the samples. After 250 and 500 condensation/drying cycles, the surfaces of the steel sheets were inspected visually and with the aid of an optical microscope. A second set of specimens was then tested to simulate a marine environment. This was done by applying a salt coating to the metal sheets before applying the CondenStop® membrane.
Test Conclusions
CondenStop® does not increase the corrosion of long run steel metal, not even on the cut edges. In fact, CondenStop® helps fight corrosion, even in a severe, marine environment.
Measurement Type
Product Sheet
Stratus
Features:
- Manufactured in 26 & 24 Ga
- Custom lengths 12” to 384” (305 mm to 9.754 m)
- Concealed nailing strip with 3/4” x 3/16” Screw Slots on 2 1/2” centres (19.1 mm x 4.8 mm Screw Slots on 63.5 mm centres)
- Hidden fastener installation – secure with #10 x 1” Pancake Head screws Fasten in centre of slots – do not over-tighten
Applications:
- Accent Panel
- Vertical Wall Installation
- Horizontal Wall Installation
Note(s):
- Oil canning may be present due to various factors
- Oil canning is not a valid reason for rejection of this product
Measurement Type
Profile Picture
Stratus Perforated Soffit
Features:
- Custom lengths
- Continuous Perforation
- Available in 26 ga.
- Prepainted Steel
- Available in a variety of colours
- Attractive appearance
- Easy installation – secure with screws to underside of overhang
Air Flow Specs:
- 5.376 sq. ins. per lineal foot based on 14 perfs per foot x 8 rows of perfs x 0.06” deep x 0.4” long x 2 open sides
- Free air area of 3.7%
- Perforation pattern:
Stratus Flashing
Stratus Perforated Soffit
Features:
- Custom lengths
- Continuous Perforation
- Available in 29, 26 and 24 ga.
- Prepainted Steel
- Available in a variety of colours
- Attractive appearance
- Easy installation – secure with screws to underside of overhang
Air Flow Specs:
- 5.376 sq. ins. per lineal foot based on 14 perfs per foot x 8 rows of perfs x 0.06” deep x 0.4” long x 2 open sides
- Free air area of 3.7%
- Perforation pattern:
Stratus Flashing
HV-12
Agway’s new HV-12 Profile Offers Architects More Commercial Cladding Choices for New Projects.
In its continuing efforts to provide architects with wider product selections and more options, Agway introduce our new HV-12 profile, designed expressly to make it easier for architects to infuse a subtle but unique aesthetic into the exterior of any commercial project.
Measurement Type
Profile Picture
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. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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 | 20 | 10 | 540 | 12 |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 20 | 254 | 13.72 | 305 |
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 |
| 0.030 | 1.87 | 33 | 0.0903 | 0.132 | 0.0817 |
| 0.036 | 2.23 | 33 | 0.120 | 0.158 | 0.106 |
| BASE STEEL THICKNESS |
MASS Z275 |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|
| mm | kg/m | MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 8.85 | 230 | 4.84 | 7.10 | 0.111 |
| 0.914 | 10.6 | 230 | 6.45 | 8.50 | 0.144 |
Product Sheet
Stratus
Stratus Hidden Fastener Commercial Wall Cladding
Features:
- Manufactured in 26 & 24 Ga
- Custom lengths 12” to 384” (305 mm to 9.754 m)
- Concealed nailing strip with 3/4” x 3/16” Screw Slots on 2 1/2” centres (19.1 mm x 4.8 mm Screw Slots on 63.5 mm centres)
- Hidden fastener installation – secure with #10 x 1” Pancake Head screws Fasten in centre of slots – do not over-tighten
Applications:
- Accent Panel
- Vertical Wall Installation
- Horizontal Wall Installation
- Soffits
Note(s):
- Oil canning may be present due to various factors
- Oil canning is not a valid reason for rejection of this product
Measurement Type
Profile Picture
Stratus Flashings
Stratus Flashings
Product Sheet
Additional Operations
Agway can provide you a customized material through its fabrication, punching and bending operations. Should your project material require perforations, punching, vertical or bubble ribs, SPV coating or cross breaking, Agway can deliver exactly what you need.
Resources
Available on 29/26/24 ga. Metal Flashings
Perforations
- Holes – 3/4” holes on 2” or 4” centres in 1, 2 or 3 Rows
- Slots – 1/8” x 1” slots in 1, 2 or 3 Rows to a max. length of 144”
- NOTE: 1 row of Slotted Perforations @ 240 slots/row gives the same amount of ventilation as either 2 rows of 3/4” holes on 4” centres or 1 row of 3/4” holes on 2” centres
Fly Screens
- 2” – 5” wide can be installed in any Vented Soffit
Punching (Minimum run size 50 pcs.)
- Maximum length: 12′ 0″
- Hole diameters from 1/8″ to 1″ in 1/16″ increments
- Holes on 1 1/4″ centres
- In 1, 2 or 3 rows
Ribs
- Bubble Rib or V-Rib
- Maximum length: Bubble Rib: 10’ – 0” V-Rib: 20’ – 2”
- Rib Depth: Bubble Rib: 1/2” V-Rib: 1/2”
SPV Coating
- Application of protective plastic coating to flat sheets
- Available for 48″ lengths
Break Corner Box To Roofline
- From Corner box to roof pitch on gable side of building
Brake Forming
- Up to 20’ long in most shapes
Crossbreaking
- A brake-formed cross added as stiffening to large flat surfaces of flashing
Custom Trim Bend Examples
“S” Lock
- Girth up to 48”
Swaging
- Maximum thickness: 22 Gauge
Measurement Type
Product Sheet
Fasteners
Agway has a full complement of fasteners to accommodate every industrial, commercial, agricultural and residential project. From Metal to Wood to Metal to Metal Agway can offer both head and screw types ideal for the job. Agway’s selection guide gives you a first hand evaluation of the various tapping and self-drilling fasteners with recommended drill bit size where applicable.
Resources
Metal to Wood
Drilling capacity: 24 gauge (0.024″)
Self drills through metal panel and taps into wood substrate. Minimum penetration into substrate should be no less than 1″
Metal to Metal: Self Drilling
Drilling capacity: 0.035″ – 0.210″
Thickness is based on normal, single thickness purlin/girt or multiple material thickness combined for total.
Minimum projection: 3/16″ of threads below substrate
Metal to Metal: Self -Tapping
Attachment thickness: 0.044″ – 0.075″
| METAL THICKNESS | DRILL SIZE |
|---|---|
| 0.021 – 0.026 | 1/8″ (0.125 mm) |
| 0.027 – 0.050 | 3/16″ (0.187 mm) |
| 0.051 – 0.075 | #8 (0.199 mm) |
The hole size determines installation strength and pullout strength.
Thickness is based on normal, single thickness purlin/grit or multiple material thickness combined for total.
Minimum projections: 3/8″ of threads below substrate.
Head Types
Screw Types
Measurement Type
Product Sheet
Roll Formed Sub Girts
Sub-Girts
Substructural Sub-Girts are used extensively in the attachment of roofing, siding, and soffits to a structure. Available components include Z-bars, Notched Z-Bars, Hats, Channels, Angles – which represent the broadest selection of cold-formed substructural components in the industry. Brake formed lengths are available in 10’, 16’ and 20’ lengths. Our roll formed Sub-Girts allow any custom lengths to be produced.
Standard Breakshapes
- Available in 22 to 12 Gauge Galvanized G-90 Grade 33
- Available in 10’, 16’ and 20’ lengths
- Length capabilities up to 20’
- Custom lengths available
Custom Operations
- Punching and Notching
- Brackets and Clips
- Flat Straps
- Custom Notched Bars to match any Cladding/Roofing Profile
Materials
- Stock – Galvanneal, Galvanized, Galvalume and Prepainted
- Also available in Aluminum and Stainless Steel
Roll Form Production
Agway has added new mills dedicated to the roll-forming of a variety of sub-girts. These mills augment the existing brake-formed sub-girt production.
Advantages:
- Roll-forming components leads to faster turnarounds and quicker delivery to the job site
- Produce all of the standard sub-girt forms in lengths of 10’, 16’ and 20’ with the added advantage of custom lengths up to 30’
- Automated pre punch, with the ability to punch ¼” holes on 4” centres on one flange/leg of a girt section.
- Can be used to produce our eave starter product, with a quick tooling change over
Pre Punch
The following forms are available for pre punch:
- 90º Angle
- Channel
- Z-Bar (notched and plain)
- U-Channel
Pre Punch Options:
- Random dimension from leading edge, holes punched 4” pitch, max length 30’
- First hole starts at 2” from leading edge, holes punched 4” pitch, last hole 2” from trailing edge. 10’ length only
Note: Holes will be positioned in the centre of the flange as standard. Custom positions are available upon request for an additional set up charge.
Exceptions for pre punched forms:
The following list of girt products that have a projection of less than 2” will not have the option of pre punched holes:
- 7/8” Z-Bar
- 1” Z-Bar
- 1 ½” Z-Bar
- 7/8” Hat Bar
- 1” Hat Bar
- 1 ½” Hat Bar
Brake Formed Sub-Girts
Z-Bar
| Standard in 10′ 0″ (3048 mm Lengths) |
Notched for AL-315 Profile in 31″ Lengths |
 |
| NO | NO | DIMENSION X |
| Z-75 | – | 3/4″ (19 mm) |
| Z-100 | – | 1″ (25 mm) |
| Z-150 | NZ-150 | 1-1/2″ (38 mm) |
| Z-200 | NZ-200 | 2″ (51 mm) |
| Z-250 | NZ-250 | 2-1/2″ (64 mm) |
| Z-300 | NZ-300 | 3″ (76 mm) |
| Z-350 | NZ-350 | 3-1/2″ (89 mm) |
| Z-400 | NZ-400 | 4″ (102 mm) |
| Z-450 | NZ-450 | 4-1/2″ (114 mm) |
| Z-500 | NZ-500 | 5″ (127 mm) |
| Z-550 | NZ-550 | 5-1/2″ (140 mm) |
| Z-600 | NZ-600 | 6″ (152 mm) |
| Z-650 | NZ-650 | 6-1/2″ (165 mm) |
| Z-700 | NZ-700 | 7″ (178 mm) |
| Z-750 | NZ-750 | 7-1/2″ (191 mm) |
| 7-800 | NZ-800 | 8″ (204 mm) |
U-Bar
| Standard in 10′ 0″ (3048 mm Lengths) |
 |
| NO | DIMENSION X |
| U-75 | 3/4″ (19 mm) |
| U-100 | 1″ (25 mm) |
| U-150 | 1-1/2″ (38 mm) |
| U-200 | 2″ (51 mm) |
| U-250 | 2-1/2″ (64 mm) |
| U-300 | 3″ (76 mm) |
| U-350 | 3-1/2″ (89 mm) |
| U-400 | 4″ (102 mm) |
| U-450 | 4-1/2″ (114 mm) |
| U-500 | 5″ (127 mm) |
| U-550 | 5-1/2″ (140 mm) |
| U-600 | 6″ (152 mm) |
| U-650 | 6-1/2″ (165 mm) |
| U-700 | 7″ (178 mm) |
| U-750 | 7-1/2″ (191 mm) |
| U-800 | 8″ (204 mm) |
Hat Section
| Standard in 10′ 0″ (3048 mm Lengths) |
 |
|
| NO | DIMENSION X | DIMENSION YY |
| H-62 | 5/8″ (16 mm) | 1-1/2″ (38 mm) |
| H-75 | 3/4″ (19 mm) | 1-1/2″ (38 mm) |
| H-100 | 1″ (25 mm) | 1 – 1/2″ (38 mm) |
| H-150 | 1-1/2″ (38 mm) | 1-1/2″ (38 mm) |
| H-200 | 2″ (51 mm) | 2″ (51 mm) |
| H-250 | 2-1/2″ (64 mm) | 2-1/2″ (64 mm) |
| H-300 | 3″ (76 mm) | 3 ” (76 mm) |
- 18 Gauge Galvanized is standard.
- 16 or 14 Gauge available on request.
- Available in 10’-0”, 16’-0” and 20’-0” lengths.
- Custom sizes (not shown) can also be produced.
- Custom lengths available.
Measurement Type
CD75-300 | CD75-300 CL Galvanneal
The CD75-300 deck section features 3” flutes spaced 12” apart, with embossments rolled into the web elements that interlock with concrete to form an extremely lightweight, unified composite structure offering superior strength-to-weight ratios. In addition to supporting gravity loads, hybrid composite decks offer superb lateral diaphragm action, thereby reducing or eliminating the need for structural bracing against lateral loads, such as winds, hydrostatic pressures, and even earthquakes.
Agway CD deck sections are listed in the following ULC floor assemblies: F817; F904; F906.
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
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 48" | 600" | 36" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 1219.2 mm | 15.24 m | 914 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| in | psf | in2 |
ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
| 0.030 | 1.77 | 0.513 | 33 | 0.472 | 0.473 | 0.814 |
| 0.036 | 2.11 | 0.615 | 33 | 0.599 | 0.601 | 0.981 |
| 0.048 | 2.80 | 0.820 | 33 | 0.846 | 0.846 | 1.31 |
| 0.060 | 3.48 | 1.03 | 33 | 1.05 | 1.05 | 1.63 |
| BASE STEEL THICKNESS |
MASS Z275 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| mm | kg/m | in2 |
MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 8.63 | 1085 | 230 | 25.3 | 25.4 | 1.11 |
| 0.914 | 10.3 | 1302 | 230 | 32.2 | 32.3 | 1.34 |
| 1.220 | 13.7 | 1736 | 230 | 45.5 | 45.5 | 1.79 |
| 1.520 | 17.0 | 2169 | 230 | 56.5 | 56.5 | 2.23 |
Composite Slab Properties
| OVERALL SLAB DEPTH, D (IN) | ||||
|---|---|---|---|---|
| 5.0 | 5.5 | 6.0 | 6.5 | 7.0 |
| SLAB WEIGHT (PSF) | ||||
| 49.1 | 55.8 | 62.0 | 68.5 | 74.9 |
CONCRETE VOLUME (YD3/100FT2) |
||||
| 1.09 | 1.24 | 1.40 | 1.55 | 1.71 |
| OVERALL SLAB DEPTH, D (MM) | ||||
|---|---|---|---|---|
| 130 | 140 | 150 | 160 | 170 |
| SLAB WEIGHT (KPA) | ||||
| 2.35 | 2.58 | 2.82 | 3.05 | 3.29 |
CONCRETE VOLUME (M3/10M2) |
||||
| 0.93 | 1.03 | 1.13 | 1.23 | 1.33 |
CD75-200 | CD75-200 CL Inverted Galvanneal
The CD75-200 deck section features 3” flutes spaced 8” apart, with embossments rolled into the web elements that interlock with concrete to form an extremely lightweight, unified composite structure offering superior strength-to-weight ratios. In addition to supporting gravity loads, hybrid composite decks offer superb lateral diaphragm action, thereby reducing or eliminating the need for structural bracing against lateral loads, such as winds, hydrostatic pressures, and even earthquakes.
Agway CD deck sections are listed in the following ULC floor assemblies: F817; F904; F906.
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
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 48" | 600" | 32" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 1,219.2 mm | 15.24 m | 813 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
SPECIFIED WEB CRIPPLING DATA(LB) |
||||
|---|---|---|---|---|---|---|---|---|---|---|
| in | psf | in2 |
ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
END Pe1 |
END Pe2 |
INTERIOR Pi1 |
INTERIOR Pi2 |
| 0.030 | 2.08 | 0.594 | 33 | 0.397 | 0.375 | 0.827 | 0.397 | 0.397 | 0.397 | 0.397 |
| 0.036 | 2.48 | 0.712 | 33 | 0.503 | 0.485 | 1.01 | 0.397 | 0.397 | 0.397 | 0.397 |
| 0.048 | 3.29 | 0.950 | 33 | 0.724 | 0.675 | 1.34 | 0.397 | 0.397 | 0.397 | 0.397 |
| 0.060 | 4.10 | 1.19 | 33 | 0.862 | 0.904 | 1.64 | 0.397 | 0.397 | 0.397 | 0.397 |
| BASE STEEL THICKNESS |
MASS Z275 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| mm | kg/m | in2 |
MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 10.1 | 1257 | 230 | 21.3 | 20.1 | 1.13 |
| 0.914 | 12.1 | 1507 | 230 | 27.0 | 26.0 | 1.37 |
| 1.220 | 16.1 | 2010 | 230 | 38.8 | 36.2 | 1.83 |
| 1.520 | 20.0 | 2513 | 230 | 46.3 | 48.6 | 2.24 |
Composite Slab Properties
| OVERALL SLAB DEPTH, D (IN) | ||||
|---|---|---|---|---|
| 5.0 | 5.5 | 6.0 | 6.5 | 7.0 |
| SLAB WEIGHT (PSF) | ||||
| 54.2 | 60.4 | 66.7 | 72.9 | 79.2 |
CONCRETE VOLUME (YD3/100FT2) |
||||
| 1.24 | 1.39 | 1.54 | 1.70 | 1.85 |
| OVERALL SLAB DEPTH, D (MM) | ||||
|---|---|---|---|---|
| 130 | 140 | 150 | 160 | 170 |
| SLAB WEIGHT (KPA) | ||||
| 2.56 | 2.78 | 3.01 | 3.23 | 3.46 |
CONCRETE VOLUME (M3/10M2) |
||||
| 1.05 | 1.15 | 1.25 | 1.35 | 1.45 |
CD75-200 | CD75-200 CL Galvanneal
The CD75-200 deck section features 3” flutes spaced 8” apart, with embossments rolled into the web elements that interlock with concrete to form an extremely lightweight, unified composite structure offering superior strength-to-weight ratios. In addition to supporting gravity loads, hybrid composite decks offer superb lateral diaphragm action, thereby reducing or eliminating the need for structural bracing against lateral loads, such as winds, hydrostatic pressures, and even earthquakes.
Agway CD deck sections are listed in the following ULC floor assemblies: F817; F904; F906.
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
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 48" | 600" | 32" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 1219.2 mm | 15.24 m | 813 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| in | psf | in2 |
ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
| 0.030 | 2.08 | 0.594 | 33 | 0.375 | 0.397 | 0.677 |
| 0.036 | 2.48 | 0.712 | 33 | 0.485 | 0..503 | 0.880 |
| 0.048 | 3.29 | 0.95 | 33 | 0.675 | 0.724 | 1.27 |
| 0.060 | 4.10 | 1.19 | 33 | 0.862 | 0.904 | 1.64 |
| BASE STEEL THICKNESS |
MASS Z275 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| mm | kg/m | in2 |
MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 10.1 | 1257 | 230 | 20.1 | 21.3 | 0.922 |
| 0.914 | 12.1 | 1507 | 230 | 26.0 | 27.0 | 1.20 |
| 1.220 | 16.1 | 2010 | 230 | 36.2 | 38.8 | 1.73 |
| 1.520 | 20.0 | 2513 | 230 | 46.3 | 48.6 | 2.24 |
Composite Slab Properties
| OVERALL SLAB DEPTH, D (IN) | ||||
|---|---|---|---|---|
| 5.0 | 5.5 | 6.0 | 6.5 | 7.0 |
| SLAB WEIGHT (PSF) | ||||
| 41.5 | 47.8 | 54 | 60.3 | 66.5 |
CONCRETE VOLUME (YD3/100FT2) |
||||
| 0.92 | 1.08 | 1.23 | 1.39 | 1.54 |
| OVERALL SLAB DEPTH, D (MM) | ||||
|---|---|---|---|---|
| 130 | 140 | 150 | 160 | 170 |
| SLAB WEIGHT (KPA) | ||||
| 1.98 | 2.21 | 2.43 | 2.66 | 2.68 |
CONCRETE VOLUME (M3/10M2) |
||||
| 0.79 | 0.89 | 0.99 | 1.09 | 1.19 |
CD75-150 | CD75-150 CL Inverted Galvanneal
The CD75-150 deck section features 3” flutes spaced 6” apart, with embossments rolled into the web elements that interlock with concrete to form an extremely lightweight, unified composite structure offering superior strength-to-weight ratios. In addition to supporting gravity loads, hybrid composite decks offer superb lateral diaphragm action, thereby reducing or eliminating the need for structural bracing against lateral loads, such as winds, hydrostatic pressures, and even earthquakes.
Agway CD deck sections are listed in the following ULC floor assemblies: F817; F904; F906.
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
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 48" | 600" | 24" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 1219.2 mm | 15.24 m | 610 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| in | psf | in2 |
ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
| 0.030 | 2.34 | 0.672 | 33 | 0.492 | 0.485 | 0.906 |
| 0.036 | 2.80 | 0.806 | 33 | 0.623 | 0.621 | 1.10 |
| 0.048 | 3.71 | 1.07 | 33 | 0.898 | 0.882 | 1.46 |
| 0.060 | 4.63 | 1.34 | 33 | 1.12 | 1.12 | 1.82 |
| BASE STEEL THICKNESS |
MASS Z275 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| mm | kg/m | in2 |
MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 11.4 | 1421 | 230 | 26.4 | 26.0 | 1.24 |
| 0.914 | 13.7 | 1705 | 230 | 33.4 | 33.3 | 1.50 |
| 1.220 | 18.1 | 2274 | 230 | 48.2 | 47.4 | 2.00 |
| 1.520 | 22.6 | 2843 | 230 | 60.0 | 60.3 | 2.49 |
Composite Slab Properties
| OVERALL SLAB DEPTH, D (IN) | ||||
|---|---|---|---|---|
| 5.0 | 5.5 | 6.0 | 6.5 | 7.0 |
| SLAB WEIGHT (PSF) | ||||
| 50.5 | 56.8 | 63.0 | 69.3 | 75.5 |
CONCRETE VOLUME (YD3/100FT2) |
||||
| 1.13 | 1.29 | 1.44 | 1.60 | 1.75 |
| OVERALL SLAB DEPTH, D (MM) | ||||
|---|---|---|---|---|
| 130 | 140 | 150 | 160 | 170 |
| SLAB WEIGHT (KPA) | ||||
| 2.39 | 2.62 | 2.84 | 3.07 | 3.30 |
CONCRETE VOLUME (M3/10M2) |
||||
| 0.96 | 1.06 | 1.16 | 1.26 | 1.36 |
CD75-150 | CD75-150 CL Galvanneal
The CD75-150 deck section features 3” flutes spaced 6” apart, with embossments rolled into the web elements that interlock with concrete to form an extremely lightweight, unified composite structure offering superior strength-to-weight ratios. In addition to supporting gravity loads, hybrid composite decks offer superb lateral diaphragm action, thereby reducing or eliminating the need for structural bracing against lateral loads, such as winds, hydrostatic pressures, and even earthquakes.
Agway CD deck sections are listed in the following ULC floor assemblies: F817; F904; F906.
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
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 48" | 600" | 24" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 1,219.2 mm | 15.24 m | 610 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| in | psf | in2 |
ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
| 0.030 | 2.34 | 0.672 | 33 | 0.485 | 0.492 | 0.866 |
| 0.036 | 2.80 | 0.806 | 33 | 0.621 | 0.623 | 1.07 |
| 0.048 | 3.71 | 1.07 | 33 | 0.882 | 0.898 | 1.46 |
| 0.060 | 4.63 | 1.34 | 33 | 1.12 | 1.12 | 1.82 |
| BASE STEEL THICKNESS |
MASS Z275 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| mm | kg/m | in2 |
MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 11.4 | 1421 | 230 | 26.0 | 26.4 | 1.18 |
| 0.914 | 13.7 | 1705 | 230 | 33.3 | 33.4 | 1.46 |
| 1.220 | 18.1 | 2274 | 230 | 47.4 | 48.2 | 2.00 |
| 1.520 | 22.6 | 2843 | 230 | 60.0 | 60.3 | 2.49 |
Composite Slab Properties
| OVERALL SLAB DEPTH, D (IN) | ||||
|---|---|---|---|---|
| 5.0 | 5.5 | 6.0 | 6.5 | 7.0 |
| SLAB WEIGHT (PSF) | ||||
| 46.2 | 52.5 | 58.7 | 65.0 | 71.2 |
CONCRETE VOLUME (YD3/100FT2) |
||||
| 1.03 | 1.18 | 1.34 | 1.49 | 1.64 |
| OVERALL SLAB DEPTH, D (MM) | ||||
|---|---|---|---|---|
| 130 | 140 | 150 | 160 | 170 |
| SLAB WEIGHT (KPA) | ||||
| 2.20 | 2.42 | 2.65 | 2.87 | 3.10 |
CONCRETE VOLUME (M3/10M2) |
||||
| 0.88 | 0.98 | 1.08 | 1.18 | 1.28 |
