Standard Flashings ICI
If there is a shape of flashing you need, we can bend it. Agway offers everything required in flashings and trims to complete your industrial and/or commercial building installation. From Outside Corners to Jambs & Coping Flashing, Agway has it all.
Measurement Type
Profile Picture
A SERIES 5/8 in
![CH5-32 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccCH5_32Imp_102-618x196.png)
![CH6-32 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccCH6_32Imp_102-618x196.png)
![Lo rib schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/lwcLoRibImp_102-618x196.png)
![stratus schematic](http://www.agwaymetals.com/wp-content/uploads/2018/05/iccStratusImp_102-618x196.png)
![ultima schematic](http://www.agwaymetals.com/wp-content/uploads/2020/03/iccUltimaImp_102-618x196.png)
B SERIES 1 in
![diamond rib schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDiamondRibImp_102-618x196.png)
![7/8" corrugated schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc7_8CorrugatedImp_102-618x196.png)
C SERIES 1 5/8 in
![Hf series schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccHF_12Imp_102-618x196.png)
![HV series schematic](http://www.agwaymetals.com/wp-content/uploads/2018/12/iccHV_12Imp_102-618x196.png)
![6-150F schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc6_150Imp_102-618x196.png)
![7-150F schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc7_150Imp_102-618x196.png)
![4-150 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc4_150Imp_102-618x196.png)
![3-150 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc3_150Imp_102-618x196.png)
![RD-36 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/06/rfdRD36Imp_102-618x196.png)
D SERIES 1 7/8 in
![7-175 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc7_175Imp_102-618x196.png)
![8-175 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/mr8_175Imp_102-618x196.png)
E SERIES 3 1/8 in
![2-300 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc2_300Imp_102-618x196.png)
![3-300 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc3_300Imp_102-618x196.png)
![4-300 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc4_300Imp_102-618x196.png)
Typical Flashings
OUTSIDE CORNERS
![outside corner schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccOC_G1Imp_100.png)
![outside corners schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccOC_A3Imp_100.png)
![outside corners schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccOC_A5Imp_100.png)
![outside corners schematic 4](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccOC_B7Imp_100.png)
![outside corners schematic 5](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccOC_C8Imp_100.png)
INSIDE CORNERS
![inside corners schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccIC_G2Imp_100.png)
![inside corners schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccIC_A4Imp_100.png)
![inside corners schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccIC_A6Imp_100.png)
J-TRIMS
![j-trims schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccJTrim_A15Imp_100.png)
![j-trims schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccJTrim_A16Imp_100.png)
![j-trims schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccJTrim_1578Imp_100.png)
BASE TRIMS
![base trims schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccBaseTrim_1509Imp_100.png)
![base trims schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccBaseTrim_1510Imp_100.png)
![base trims schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccBaseTrim_A17Imp_100.png)
DRIPS
![drips schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_A9Imp_100.png)
![drips schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_A10Imp_100.png)
![drips schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_A11Imp_100.png)
![drips schematic 4](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_G45Imp_100.png)
![drips schematic 5](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_1518Imp_100.png)
![drips schematic 6](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_1528Imp_100.png)
DIVIDERS
![dividers schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDividers_A18Imp_100.png)
![dividers schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDividers_A39Imp_100.png)
TOP CLOSURES
![top closures schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccTopClosures_A20Imp_100.png)
JAMBS
HIDDEN FASTENERS
![hidden fasterners schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccHiddenFasteners_C52Imp_100.png)
![hidden fasterners schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccHiddenFasteners_C53Imp_100.png)
![hidden fasterners schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccHiddenFasteners_C54Imp_100.png)
![hidden fasterners schematic 4](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccHiddenFasteners_C55Imp_100.png)
WINDOW SILLS
A SERIES 16 mm
![Ch5-32 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccCH5_32Met_102-618x196.png)
![CH6-32 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccCH6_32Met_102-618x196.png)
![lo-rib schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/lwcLoRibMet_102-618x196.png)
![stratus schematic](http://www.agwaymetals.com/wp-content/uploads/2018/05/iccStratusMet_102-618x196.png)
![ultima schematic](http://www.agwaymetals.com/wp-content/uploads/2020/03/iccUltimaMet_102-618x196.png)
B SERIES 25 mm
![diamond rib schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDiamondRibMet_102-618x196.png)
![7/8" corrugated schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc7_8CorrugatedMet_102-618x196.png)
C SERIES 41 mm
![HF series schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccHF_12Met_102-618x196.png)
![HV series schematic](http://www.agwaymetals.com/wp-content/uploads/2018/12/iccHV_12Met_102-618x196.png)
![6-150 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc6_150Met_102-618x196.png)
![7-150 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc7_150Met_102-618x196.png)
![4-150 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc4_150Met_102-618x196.png)
![3-150 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc3_150Met_102-618x196.png)
![RD-36 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/06/rfdRD36Met_102-618x196.png)
D SERIES 48 mm
![7-175 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc7_175Met_102-618x196.png)
![8-175 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/mr8_175Met_102-618x196.png)
E SERIES 79 mm
![2-300 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc2_300Met_102-618x196.png)
![3-300 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc3_300Met_102-618x196.png)
![4-300 schematic](http://www.agwaymetals.com/wp-content/uploads/2017/05/icc4_300Met_102-618x196.png)
Typical Flashings
OUTSIDE CORNERS
![outside corners schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccOC_G1Met_100.png)
![outside corners schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccOC_A3Met_100.png)
![outside corners schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccOC_A5Met_100.png)
![outside corners schematic 4](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccOC_B7Met_100.png)
![outside corners schematic 5](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccOC_C8Met_100.png)
INSIDE CORNERS
![inside corners schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccIC_G2Met_100.png)
![inside corners schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccIC_A4Met_100.png)
![inside corners schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccIC_A6Met_100.png)
J-TRIMS
![j-trims schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccJTrim_A15Met_100.png)
![j-trims schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccJTrim_A16Met_100.png)
![j-trims schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccJTrim_1578Met_100.png)
BASE TRIMS
![base trims schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccBaseTrim_1509Met_100.png)
![base trims schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccBaseTrim_1510Met_100.png)
![base trims schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccBaseTrim_A17Met_100.png)
DRIPS
![drips schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_A9Met_100.png)
![drips schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_A10Met_100.png)
![drips schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_A11Met_100.png)
![drips schematic 4](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_G45Met_100.png)
![drips schematic 5](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_1518Met_100.png)
![drips schematic 6](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDrips_1528Met_100.png)
DIVIDERS
![dividers schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDividers_A18Met_100.png)
![dividers schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccDividers_A39Met_100.png)
TOP CLOSURES
![top closures schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccTopClosures_A20Met_100.png)
JAMBS
HIDDEN FASTENERS
![hidden fasteners schematic 1](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccHiddenFasteners_C52Met_100.png)
![hidden fasteners schematic 2](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccHiddenFasteners_C53Met_100.png)
![hidden fasteners schematic 3](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccHiddenFasteners_C54Met_100.png)
![hidden fasteners schematic 4](http://www.agwaymetals.com/wp-content/uploads/2017/05/iccHiddenFasteners_C55Met_100.png)
WINDOW SILLS
7-150
An Exposed Fastener System, the 7-150 profile demonstrates the versatility of Agway profile designs as it can be used as a roof or wall cladding. Moreover, its load bearing capabilities enable 7-150 system components to function as a structural members. An economical system that’s very easy to install have made 7-150 a popular choice for industrial and commercial applications.
Agway 7-150 comes in a full range of stock colours, with colour matched fasteners, trims and accessories.
Measurement Type
Profile Picture
![image of profile picture in imperial](https://www.agwaymetals.com/wp-content/uploads/2017/05/icc7_150Imp_102.png)
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.
![image of profile picture in metric](https://www.agwaymetals.com/wp-content/uploads/2017/05/icc7_150Met_102.png)
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 | |
26 | 20 | 10 | 780 | 36 |
26 | 20 | 10 | 780 | 30 |
26 | 20 | 10 | 780 | 24 |
GAUGE | LENGTH | COVERAGE | ||
---|---|---|---|---|
MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
26 | 20 | 254 | 19.81 | 914 |
26 | 20 | 254 | 19.81 | 780 |
26 | 20 | 254 | 19.81 | 610 |
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 |
0.018 | 1.04 | 33 | 0.0940 | 0.0888 | 0.0985 |
0.024 | 1.36 | 33 | 0.136 | 0.127 | 0.132 |
0.030 | 1.69 | 33 | 0.175 | 0.162 | 0.165 |
0.036 | 2.02 | 33 | 0.208 | 0.198 | 0.197 |
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 |
0.457 | 5.06 | 230 | 5.05 | 4.77 | 0.134 |
0.610 | 6.66 | 230 | 7.28 | 6.82 | 0.180 |
0.762 | 8.25 | 230 | 9.38 | 8.73 | 0.225 |
0.914 | 9.85 | 230 | 11.2 | 10.7 | 0.270 |
6-150
Widely used in industrial and commercial building applications, Agway 6-150 is the most widely used of our Exposed Fastener Series. Panels are available in 24″, 30” and 36” coverage, in a variety of thicknesses and finishes.
Measurement Type
Profile Picture
![image of profile picture in imperial](https://www.agwaymetals.com/wp-content/uploads/2017/05/icc6_150Imp_102.png)
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.
![image of profile picture in metric](https://www.agwaymetals.com/wp-content/uploads/2017/05/icc6_150Met_102.png)
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 | |
26 | 20 | 10 | 780 | 36 |
26 | 20 | 10 | 780 | 30 |
26 | 20 | 10 | 780 | 24 |
GAUGE | LENGTH | COVERAGE | ||
---|---|---|---|---|
MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
26 | 20 | 254 | 19.81 | 914 |
26 | 20 | 254 | 19.81 | 780 |
26 | 20 | 254 | 19.81 | 610 |
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 |
0.018 | 1.04 | 33 | 0.0888 | 0.0940 | 0.0796 |
0.024 | 1.36 | 33 | 0.127 | 0.136 | 0.119 |
0.030 | 1.69 | 33 | 0.162 | 0.175 | 0.157 |
0.036 | 2.02 | 33 | 0.198 | 0.208 | 0.194 |
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 |
0.457 | 5.06 | 230 | 4.77 | 5.06 | 0.108 |
0.610 | 6.66 | 230 | 6.82 | 7.28 | 0.162 |
0.762 | 8.25 | 230 | 8.73 | 9.38 | 0.214 |
0.914 | 9.85 | 230 | 10.7 | 11.2 | 0.265 |
HF-6
Featuring all of the benefits of Agway’s celebrated Hidden Fastener system, the HF-6 profile provides a 12” wide panel with a 6” return and delivers a very distinctive and unique overall appearance, with ultra sleek lines. Ideal for any institutional, industrial or commercial application.
Measurement Type
Profile Picture
![image of profile picture in imperial](https://www.agwaymetals.com/wp-content/uploads/2017/05/iccHF_6Imp_102.png)
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.
![image of profile picture in metric](https://www.agwaymetals.com/wp-content/uploads/2017/05/iccHF_6Met_102.png)
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 | 18 | 10 | 540 | 12 |
GAUGE | LENGTH | COVERAGE | ||
---|---|---|---|---|
MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
22 | 18 | 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 | 0.0982 | 0.147 | 0.122 |
0.036 | 2.23 | 33 | 0.130 | 0.188 | 0.159 |
0.048 | 2.96 | 33 | 0.205 | 0.281 | 0.241 |
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 |
0.762 | 8.85 | 230 | 5.26 | 7.86 | 0.166 |
0.914 | 10.6 | 230 | 6.98 | 10.1 | 0.216 |
1.22 | 14.2 | 230 | 11.0 | 15.1 | 0.328 |
HF-8
Featuring all of the benefits of Agway’s celebrated Hidden Fastener system, the HF-8 provides a 12” wide panel that includes a 4” return, providing a board and batten appearance that is ideal for any institutional, industrial or commercial applications.
Available in a range of gauges and a variety of standard and custom colours, HF-8 enables customers to specify the ideal combination of strength and aesthetics that optimize achievement of all project objectives.
Measurement Type
Profile Picture
![image of profile picture in imperial](https://www.agwaymetals.com/wp-content/uploads/2017/05/iccFR_HF_8Imp_102.png)
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.
![image of profile picture in metric](https://www.agwaymetals.com/wp-content/uploads/2017/05/iccFR_HF_8Met_102.png)
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 | 18 | 10 | 540 | 12 |
GAUGE | LENGTH | COVERAGE | ||
---|---|---|---|---|
MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
22 | 18 | 254 | 13.27 | 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 | 0.0975 | 0.149 | 0.114 |
0.036 | 2.23 | 33 | 0.130 | 0.190 | 0.148 |
0.048 | 2.96 | 33 | 0.206 | 0.283 | 0.224 |
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 |
0.762 | 8.85 | 230 | 5.23 | 7.98 | 0.155 |
0.914 | 10.6 | 230 | 6.96 | 10.2 | 0.202 |
1.22 | 14.2 | 230 | 11.0 | 15.2 | 0.305 |
HF-11
With the introduction of a 1” reveal, the HF-11 profile provides all of the benefits of Agway’s Hidden Fastener series, while delivering the clean, sleek lines of contemporary surfaces popular among architects.
Available in a range of gauges and a variety of standard and custom colours, HF-11 enables customers to specify the ideal combination of strength and aesthetics that optimize achievement of all objectives.
Measurement Type
Profile Picture
![image of profile picture in imperial](https://www.agwaymetals.com/wp-content/uploads/2017/05/iccHF_11Imp_102.png)
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.
![image of profile picture in metric](https://www.agwaymetals.com/wp-content/uploads/2017/05/iccHF_11Met_102.png)
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 | 18 | 10 | 540 | 12 |
GAUGE | LENGTH | COVERAGE | ||
---|---|---|---|---|
MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
22 | 18 | 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 | 0.0934 | 0.145 | 0.0926 |
0.036 | 2.23 | 33 | 0.125 | 0.182 | 0.120 |
0.048 | 2.96 | 33 | 0.198 | 0.261 | 0.178 |
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 |
0.762 | 8.85 | 230 | 5.00 | 7.79 | 0.126 |
0.914 | 10.6 | 230 | 6.67 | 9.79 | 0.163 |
1.22 | 14.2 | 230 | 10.6 | 14.0 | 0.243 |
HF-12
HF-12, a popular choice among architects for a variety of institutional, industrial and commercial applications, is Agway’s most popular Hidden Fastener profile. With no visible fasteners, these 12” panels install easily and deliver the clean, sleek lines of contemporary surfaces,
Available in a range of gauges and a variety of standard and custom colours, HF-12 enables customers to specify the ideal combination of strength and aesthetics that optimize achievement of all project objectives.
Measurement Type
Profile Picture
![image of profile picture in imperial](https://www.agwaymetals.com/wp-content/uploads/2017/05/iccHF_12Imp_102.png)
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.
![image of profile picture in metric](https://www.agwaymetals.com/wp-content/uploads/2017/05/iccHF_12Met_102.png)
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 | 18 | 10 | 540 | 12 |
GAUGE | LENGTH | COVERAGE | ||
---|---|---|---|---|
MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
22 | 18 | 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 |
0.048 | 2.96 | 33 | 0.184 | 0.210 | 0.163 |
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 |
0.762 | 8.85 | 230 | 4.84 | 7.10 | 0..111 |
0.914 | 10.6 | 230 | 6.45 | 8.50 | 0.144 |
1.22 | 14.2 | 230 | 9..88 | 11.3 | 0.221 |