7.2 Rib
The 7.2 Rib exposed fastener metal wall panel offers both versatility and functionality while simultaneously offering optimal spanning capabilities. This rugged 7.2 ribbed panel is 36″ wide with symmetrical 1½” high ribs on 7.2″ centers. Turnaround time for projects is quick and efficient given this panel’s easy installation process.
Profile Width | 7.2: Traditional high-rib pattern at 7.2″ o.c. PBR: 1¼” rib height at 12″ o.c. PBU: ¾” rib height at 6″ o.c. |
Width | 36″ |
Length | 5′-0″ to 50′-0″ |
Exterior Face | AZ-50 aluminum-zinc coated steel in 26, 24 and 22 Ga. |
Standard Exterior | Full-Strength 70% PVDF Fluoropolymer Coating or Siliconized Polyester Coating |
Finishes & Colors | Please see Color Chart below for all available colors. |
Fastening | Exposed Fastening System |
Design Features and Benefits
- When the design calls for a commercial or industrial thru-fastener panel the 7.2 Panel offers both versatility and functionality
- The 7.2 Panel is 36″ wide with symmetrical 1½” high ribs on 7.2″ centers
- This rugged panel also offers excellent spanning capability.
Colors
ICI Color Chart


1. Metallic paint finishes will exhibit color shift, shade variances, striations and longitudinal patterning that are inherent characteristics and are not a product defect or cause for rejection.
2. All Metl-Span colors are formulated to provide maximum energy-efficiency and solar reflectivity. All standard available Premium I and Premium II colors have been formulated for maximum solar reflectance.
3. Prices vary by color, gauge and quantity of metal. Please contact your Metl-Span representative for complete information.
4. All colors shown are approximate actual finish colors displayed as accurately as possible.
5. Light Stone – Tuff Cote® does not match the Light Stone – Standard SP color offering.
Download Our Literature
Metl-Span® Exposed Fastener Series Single-Skin Wall Panel
2012 Master Format™ Section 07 42 13.19
All specifications and designs are subject to change without notice.
Load Span Tables
The Load Span Tables below are based on Allowable Stress Design (ASD). For loads calculated based on ASCE 7-10 (LRFD), please refer to section 2.4.1 of ASCE 7-10 for the applicable load combinations using Allowable Stress Design.
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