Super-Rib
The Super-Rib exposed fastener metal wall panel is our strongest panel, allowing for longer spans and a reduction in the number of supports. As a wall panel, Super-Rib side laps in the low cell, but when utilized as a roof panel, Super-Rib is inverted so that the side lap occurs in the high cell. All of our Exposed Fastener metal wall panels may be installed in a variety of rainscreen applications to form a complete wall system. Systems may also vary from an uninsulated screen wall to BW Systems. This durable, ribbed metal wall panel comes in a variety of colors, ensuring endurance while providing design flexibility. The Super-Rib panel is 24” wide with a panel depth of 4”.
Width | 24″ |
Height | 4″ |
Length | 5′-0″ to 40′-0″ |
Exterior Profile | 4″ rib height on center with staggered patterns |
Exterior Face | G90 galvanized steel 22, 20, and 18 Ga. in unembossed or 22 and 20 Ga. in non-directional embossed |
Joint | Overlapping |
Finishes & Colors | Standard I, Standard II, Premium I, and Premium II color options. Please see Color Chart below for all available colors. |
Fastening | Exposed Fastening System |
Design Features and Benefits
- Extremely versatile panels can be used as exterior or interior walls
- All-weather installation capability, installation time is shortened, permitting fast-track scheduling
- May be used with a variety of insulated or non-insulated back-up systems in a wide range of designs and colors
- Ribs can be run either horizontally or vertically curved to extreme degrees
- Exceptional negative wind load properties
- Excellent option for both new construction and retrofit projects
- Panels are available in embossed or unembossed finishes
Colors
Please contact a Metl-Span representative for color offering.
Download Our Literature
Metl-Span® Exposed Fastener 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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