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.

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

Attributes

Semi-concealed fastener panel
Continuous eave to sill until panel exceeds 45'-0" length
Striations
Optional embossed texture
Signature 200 and 300 color options
UL "Class A" fire rating

Advantages

Attractive architectural application
Eliminating end laps improves appearance and enhances ease of installation
Reduces the potential for oil canning
Reduces glare and the potential for oil canning
Premium paint finishes with 25 year warranty
AVP carries a UL® "Class A" fire rating

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:

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.
Ixe is for deflection determination.
Sxe is for bending.
Maxo is allowable bending moment.
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
SPAN TYPE	LOAD TYPE	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
1-SPAN	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
2-SPAN	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
3-SPAN	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
4-SPAN	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
SPAN TYPE	LOAD TYPE	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
1-SPAN	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
2-SPAN	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
3-SPAN	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
4-SPAN	Wind Pressure	105.39	74.67	48.28	33.72	24.86	19.08	15.10

Allowable Uniform Loads Notes:

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.
Allowable loads are applicable for uniform loading and spans without overhangs.
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.
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.
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

AVP WALL PANELS

Properties Notes:

Allowable Uniform Loads Notes:

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