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AVP
  • Description
  • Attributes & Advantages
  • AVP - Section Properties
  • Allowable Uniform Loads In Pounds Per Square Foot
The AVP panel produces a decorative shadow line creating a distinctive architectural effect with semi-concealed fasteners. Ribs are 1 1/8" deep and major corrugations spaced 12" on center. The net coverage of panel is 3'-0 ".

    Gauge:
    26 and 24

    Length:
    Maximum recommended 40'. Longer lengths available on special order.

    Dimensions:
    36" wide by 1 1 /8" deep

    Fasteners:
    Various, depending on application.

     

    Finish:
    Galvalume Plus®, Signature® 200 & 300 colors

    Limitations:
    Installation may be difficult with very
    thick insulation.

    Usage:
    Wall panel, liner panel, soffit panel, mansard panel face and back sheet.

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Galvalume Plus® is a registered trademark of BIEC International, Inc.
Signature® is a registered trademark of the NCI Group, Inc.
Attributes

  1. Semi-concealed fastener panel
  2. Continuous eave to sill until panel exceeds 45'-0" length
  3. Striations
  4. Optional embossed texture
  5. Signature 200 and 300 color options
  6. UL "Class A" fire rating
Advantages

  1. Attractive architectural application
  2. Eliminating end laps improves appearance and enhances ease of installation
  3. Reduces the potential for oil canning
  4. Reduces glare and the potential for oil canning
  5. Premium paint finishes with 25 year warranty
  6. AVP carries a UL® "Class A" fire rating
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AVP Wall - Section Properties

 

NEGATIVE BENDING

POSITIVE BENDING
PANEL Fy WEIGHT Ixe Sxe Maxo Ixe Sxe Maxo
GAUGE KSI PSF IN.4/FT. IN.3/FT. KIP-IN. IN.4/FT. IN.3/FT. KIP-IN.
26 60* 0.94 0.0262 0.0424 1.5240 0.0247 0.0437 1.5690
24 50 1.14 0.0326 0.0528 1.5810 0.0336 0.0553 1.6560

* Fy is 80-ksi reduced to 60-ksi in accordance with the 2007 edition of the North American Specification For Design Of Cold-Formed Steel Structural Members - A2.3.2.

Properties Notes:

  1. All calculations for the properties of AVP panels are calculated in accordance with the 2012 edition of the North American Specification For Design Of Cold-Formed Steel Structural Members.
  2. Ixe is for deflection determination.
  3. Sxe is for bending.
  4. Maxo is allowable bending moment.
  5. All values are for one foot of panel width.

    The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold-Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for cold-formed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further information or guidance regarding cold-formed design practices is desired, please contact the manufacturer.

    EFFECTIVE JULY 2013 SUBJECT TO CHANGE WITHOUT NOTICE
Allowable Uniform Loads In Pounds Per Square Foot

26 Gauge thickness (0.0181"), Fy = 60 ksi, Fu = 61.5 ksi
SPAN
TYPE		 LOAD
TYPE		 SUPPORT SPACING
3 Ft. 4 Ft. 5 Ft. 6 Ft. 7 Ft. 8 Ft. 9 Ft.
1-SPAN Wind
Suction		 112.91 63.51 40.65 28.23 20.74 15.88 12.55
Wind
Pressure		 116.22 65.37 41.84 29.05 21.35 16.34 12.71
2-SPAN Wind
Suction		 110.26 63.42 41.03 28.66 21.13 16.22 12.83
Wind
Pressure		 77.50 58.12 39.90 27.86 20.54 15.76 12.47
3-SPAN Wind
Suction		 134.89 78.27 50.86 35.61 26.30 20.20 16.00
Wind
Pressure		 88.06 66.05 49.48 34.64 25.57 19.64 15.55
4-SPAN Wind
Suction		 126.85 73.38 47.61 33.31 24.58 18.88 14.95
Wind
Pressure		 84.76 63.57 46.31 32.39 23.90 18.35 14.53
24 Gauge thickness (0.0223"), Fy = 50 ksi, Fu = 60 ksi
SPAN
TYPE		 LOAD
TYPE		 SUPPORT SPACING
3 Ft. 4 Ft. 5 Ft. 6 Ft. 7 Ft. 8 Ft. 9 Ft.
1-SPAN Wind
Suction		 117.14 65.89 42.17 29.28 21.51 16.47 13.02
Wind
Pressure		 122.64 68.98 44.15 30.66 22.53 17.25 13.63
2-SPAN Wind
Suction		 117.44 67.29 43.45 30.32 22.34 17.14 13.56
Wind
Pressure		 96.36 64.41 41.56 28.99 21.35 16.38 12.96
3-SPAN Wind
Suction		 144.19 83.23 53.94 37.71 27.83 21.36 16.91
Wind
Pressure		 109.50 79.74 51.62 36.07 26.60 20.42 16.16
4-SPAN Wind
Suction		 135.42 77.97 50.46 35.26 26.00 19.96 15.80
Wind
Pressure		 105.39 74.67 48.28 33.72 24.86 19.08 15.10

Allowable Uniform Loads Notes:

  1. Strength calculations based on the 2007 AISI Standard "North American Specification for the Design of Cold-formed Steel Structural Members", with 2009 and 2010 Supplements.
  2. Allowable loads are applicable for uniform loading and spans without overhangs.
  3. Wind Pressure load capacities are for those loads that push the panel against its supports. The applicable limit states are flexure, shear, combined shear and flexure, web crippling at end and interior supports, and a deflection limit of L/60 under 10-year wind loading.
  4. Wind Suction load capacities are for those loads that pull the panel away from its supports. The applicable limit states are flexure, shear, combined shear and flexure, and a deflection limit of L/60 under 10-year wind loading.
  5. Panel pullover and Screw pullout capacity must be checked separately using the screws employed for each particular application when utilizing this load chart.

    The engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold-Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This specification contains the design criteria for cold-formed steel components. Along with the specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If fur ther information or guidance regarding cold-formed design practices is desired, please contact the manufacturer.

    EFFECTIVE JULY 2013 SUBJECT TO CHANGE WITHOUT NOTICE