Panels

product-corrugated

  • Description
  • Corrugated Properties
  • Allowable Uniform Loads In Pounds Per Square Foot

The Corrugated metal wall panel is ideal for a variety of market places, including residential, light commercial, agricultural and storage facilities. The Corrugated metal wall panel can be used in both vertical and horizontal applications.

Gauge
  • 29 gauge (standard)
  • 26 gauge (optional)

 

Length
  • Maximum 50′ (standard), other lengths are available as special requests

 

Dimensions
  • 24″
  • 2-⅝” Rib Spacing on center
  • ½” Rib Height
Finish
  • Galvalume Plus®
  • Signature® 200 Colors

 

Usage
  • The Corrugated metal wall panel is ideal for a variety of market places, including residential, light commercial, agricultural and storage facilities.

Corrugated – Section Properties

  NEGATIVE BENDING POSITIVE BENDING
Panel
Gauge
FY
(KSI)
WEIGHT
(PSF)
Ixe
(IN.4/FT.)
Sxe
(IN.3/FT.)
Maxo
(KIP-IN.)
Ixe
(IN.4/FT.)
Sxe
(IN.3/FT.)
Maxo
(KIP-IN.)
29 60* 0.60 0.0065 0.0147 0.5279 0.0069 0.0170 0.5648
26 60* 0.79 0.0088 0.0200 0.7200 0.0088 0.0225 0.7393

*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 Corrugated 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_corrugated

29 Gauge (Fy = 60 Ksi)
SPAN
TYPE
LOAD
TYPE
SPAN IN FEET
2.0 2.5 3.0 3.5 4.0 4.5 5.0
SINGLE NEGATIVE WIND LOAD 88.0 56.3 39.1 28.7 22.0 17.4 14.1
LIVE LOAD / DEFLECTION 75.4 38.6 22.3 14.1 9.4 6.6 4.8
2-SPAN NEGATIVE WIND LOAD 94.1 60.2 41.8 30.7 23.5 18.6 15.1
LIVE LOAD / DEFLECTION 81.4 56.3 39.1 28.7 22.0 15.9 11.6
3-SPAN NEGATIVE WIND LOAD 117.7 75.3 52.3 38.4 29.4 23.2 18.8
LIVE LOAD / DEFLECTION 92.5 70.4 42.2 26.5 17.8 12.5 9.1
4-SPAN NEGATIVE WIND LOAD 109.9 70.3 48.8 35.9 27.5 21.7 17.6
LIVE LOAD / DEFLECTION 89.1 65.7 44.7 28.2 18.9 13.3 9.7
26 Gauge (Fy = 60 Ksi )
SPAN
TYPE
LOAD
TYPE
SPAN IN FEET
2.0 2.5 3.0 3.5 4.0 4.5 5.0
SINGLE NEGATIVE WIND LOAD 120.0 76.8 53.3 39.2 30.0 23.7 19.2
LIVE LOAD / DEFLECTION 96.1 49.2 28.5 17.9 12.0 8.4 6.2
2-SPAN NEGATIVE WIND LOAD 123.2 78.9 54.8 40.2 30.8 24.3 19.7
LIVE LOAD / DEFLECTION 120.0 76.8 53.3 39.2 29.0 20.3 14.8
3-SPAN NEGATIVE WIND LOAD 154.0 98.6 68.5 50.3 38.5 30.4 24.6
LIVE LOAD /
DEFLECTION
149.2 92.9 53.8 33.9 22.7 15.9 11.6
4-SPAN NEGATIVE WIND LOAD 143.8 92.0 63.9 47.0 36.0 28.4 23.0
LIVE LOAD /
DEFLECTION
139.7 89.6 57.1 35.9 24.1 16.9 12.3

 

Allowable Uniform Loads Notes:
  1. Allowable loads are based on uniform span lengths and Fy = 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 pullout or pullover.
  4. Above 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 engineering data.
  7. This material is subject to change without notice. Please contact Robertson for most current 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 further information or guidance regarding cold-formed design practices is desired, please contact the manufacturer.

EFFECTIVE JANUARY, 2014 SUBJECT TO CHANGE WITHOUT NOTICE

  • Corrugated 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.