panelselection-header-shadowrib

  • Description
  • Advantages & Attributes
  • ShadowRib™ Properties
  • Allowable Uniform Loads In Pounds Per Square Foot

ShadowRib™ panel combines aesthetics, economics and function to bring definition to metal structures. This panel is a proven performer and a versatile tool to the designer. Structural strength in the Shadowrib panel is accomplished without sacrificing appearance or design flexibility. The fluted face creates distinctive shadow lines.

Gauge
  • 26 gauge (standard)
  • 22 gauge
Length
  • Maximum recommended 40′-0″
Dimensions
  • 16″ wide by 3″ high
Finish
Fasteners
  • Concealed fastening system. Panels may be secured to the structure from outside the building with the Garco Shadowrib concealed clip, or from inside the building with an expansion fastener. Both are positive fastening methods that create a secure interlock between panel and structure.
Usage
  • The Garco Shadowrib panel can be used for walls, fascias and equipment screens. Apply the panel over light-gauge framing, purlins, girts, structural steel and joists.

Advantages

  1. Enchances architectural application
  2. 25-year finish warranty
  3. 25-year premium paint finish warranty, ultimate resistance to chalking and color changes
  4. Enhances appearance by eliminating end laps and improves ease of installation
  5. Embossing the metal reduces glare and the potential for oil-canning
  6. Panels carry a UL® “Class A” fire rating
  7. The panel can be applied to light gauge framing, purlins, girts, structural steel and joist
  8. In many instances, the panel can span from floor to ceiling without interior support
  9. Ready for application of a variety of insulation methods into the 3″ cavity

Attributes

  1. Concealed fastener panel
  2. Signature® 200 Colors
  3. Signature® 300 Colors
  4. Continuous eave-to-sill panel exceeds 40’0″ length
  5. Optional embossed texture
  6. Fire rating
  7. Various wall applications
  8. Greater panel span
  9. 3″ deep wall cavity

ShadowRib™ – 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.
24 50 1.54 0.2336 0.1765 4.5324 0.3226 0.1532 4.5867
22 50 1.97 0.3240 0.2541 6.0528 0.4496 0.2197 6.5759

* Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 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 ShadowRib panels are calculated in accordance with the
    2001 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.

Allowable Uniform Loads In Pounds Per Square Foot

drawing_shadowrib

24 Gauge (Fy = 50 Ksi )
SPAN
TYPE
LOAD
TYPE
SPAN IN FEET
6.08 .0 10.0 12.0 14.0 16.0
SINGlE POSITIVE WIND LOAD 113.36 3.7 40.8 28.3 20.8 15.9
NEGATIVE WIND LOAD 111.96 3.0 40.3 28.0 20.6 15.7
2-SPAN POSITIVE WIND LOAD 111.96 3.0 40.3 28.0 20.6 15.7
NEGATIVE WIND LOAD 113.36 3.7 40.8 28.3 20.8 15.9
3-SPAN POSITIVE WIND LOAD 139.97 8.7 50.4 35.0 25.7 19.7
NEGATIVE WIND LOAD 141.67 9.6 51.0 35.4 26.0 19.9
4-SPAN POSITIVE WIND LOAD 130.67 3.5 47.0 32.7 24.0 18.4
NEGATIVE WIND LOAD 132.2 74.4 47.6 33.0 24.3 18.6
22 Gauge (Fy = 50 Ksi )
SPAN
TYPE
LOAD
TYPE
SPAN IN FEET
6.08 .0 10.0 12.0 14.0 16.0
SINGlE POSITIVE WIND LOAD 162.4 91.3 58.5 40.6 29.8 22.8
NEGATIVE WIND LOAD 149.5 84.1 53.8 37.4 27.5 21.0
2-SPAN POSITIVE WIND LOAD 149.5 84.1 53.8 37.4 27.5 21.0
NEGATIVE WIND LOAD 162.4 91.3 58.5 40.6 29.8 22.8
3-SPAN POSITIVE WIND LOAD 186.8 105.1 67.3 46.7 34.3 26.3
NEGATIVE WIND LOAD 203.0 114.2 73.1 50.7 37.3 28.5
4-SPAN POSITIVE WIND LOAD 174.4 98.1 62.8 43.6 32.0 24.5
NEGATIVE WIND LOAD 189.5 106.6 68.2 47.4 34.8 26.6

    Allowable Uniform Loads Notes:
  1. Allowable loads are based on uniform span lengths and Fy = 50 ksi.
  2. LIVE LOAD is limited by bending, shear, combined shear and bending and web crippling.
  3. Allowable loads consider a maximum deflection ratio of L/180.
  4. The weight of the panel has not been deducted from the allowable loads.
  5. THE ALLOWABLE UNIFORM LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT.
  6. Please contact manufacturer or manufacturer’s website for most current allowable wind uplift loads.
  7. The use of any field seaming machine other than that provided by the manufacturer may damage the panels,
    void all warranties and will void all engineering 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 JANUARY, 2014 SUBJECT TO CHANGE WITHOUT NOTICE

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