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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 wall 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 45'. Longer lengths available on special order.

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

    Fasteners:
    Various, depending on application.

     

    Finish:
    Galvalume®, Signature® 200 & 300 Series

    Limitations:
    Installation may be difficult with very thick insulation.

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

     

Star Shield
Attributes

  1. Semi-concealed fastener panel
  2. Striations
  3. Signature® 200 and 300 Series
  4. Continuous eave to sill until panel exceeds 40'-0 length
  5. Optional Embossed texture
  6. UL "Class A" fire rating
Advantages

  1. Attractive architectural application
  2. Reduces oil canning, textured appearance
  3. Attractive with no end laps, and ease of erection
  4. Premium paint finish with 20 year warranty, ultimate resistance to color changes and chalk
  5. This panel carries a UL "Class A " fire rating.
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Allowable Uniform Loads In Pounds Per Square Foot

29 Gauge (Fy = 60 Ksi)
SPAN
TYPE
LOAD
TYPE
SPAN IN FEET
3.0 4.0 5.0 6.0 7.0 8.0 9.0
SINGlE NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
2-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
3-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
4-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
26 Gauge (Fy=60 Ksi)
SPAN
TYPE
LOAD
TYPE
SPAN IN FEET
3.0 4.0 5.0 6.0 7.0 8.0 9.0
SINGlE NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
2-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
3-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
4-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
24 Gauge (Fy=50 Ksi)
SPAN
TYPE
LOAD
TYPE
SPAN IN FEET
3.0 4.0 5.0 6.0 7.0 8.0 9.0
SINGlE NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
2-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
3-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
4-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
22 Gauge (Fy=50 Ksi)
SPAN
TYPE
LOAD
TYPE
SPAN IN FEET
3.0 4.0 5.0 6.0 7.0 8.0 9.0
SINGlE NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
2-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
3-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              
4-SPAN NEGATIVE WIND LOAD              
LIVE LOAD/DEFLECTION              

Allowable Uniform Loads Notes:

  1. Allowable loads are based on uniform span lengths and Fy = 50 and 60 ksi.
  2. LIVE LOAD is limited by bending, shear, combined shear and bending and web crippling.
  3. NEGATIVE WIND LOAD does not contain a 33.333% increase and does not consider fastener pull-out or pull-over.
  4. Allowable loads consider a maximum deflection ratio of L/180.
  5. The weight of the panel has not been deducted from the allowable loads.
  6. The use of any accessories other than those provided by the manufacturer may damage panels, void all warranties and will void all data.

 

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 NOVEMBER 3, 2004
SUBJECT TO CHANGE WITHOUT NOTICE

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

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. Allowable loads are based on uniform span lengths and Fy = 50 and 60 ksi.
  2. LIVE LOAD is limited by bending, shear, combined shear and bending and web crippling.
  3. NEGATIVE WIND LOAD does not contain a 33.333% increase and does not consider fastener pull-out or pull-over.
  4. Allowable loads consider a maximum deflection ratio of L/180.
  5. The weight of the panel has not been deducted from the allowable loads.
  6. The use of any accessories other than those provided by the manufacturer may damage panels, void all warranties and will void all data.

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 NOVEMBER 3, 2004
SUBJECT TO CHANGE WITHOUT NOTICE

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