Style-Rib
Style-Rib
The Style-Rib panel is a high strength, durable panel with 36” coverage, and uniformly spaced ribs at 7.2” on center with available staggered or reversed perforation pattern. The perforation pattern is available in a wide variety of options, and allows for air circulation and natural light to pass through, while providing additional security and unique aesthetic appeal. All Exposed Fastener metal wall panels may be installed in a variety of rainscreen applications to form a complete wall system, ranging from an uninsulated screen wall to BW Systems.
| Width | 36″ |
| Height | Nominal 1 1/2″ |
| Length | 5′-0″ to 40′-0″ |
| Exterior Profile | Nominal 1 1/2″ rib height on center with staggered patterns |
| Exterior Face | G90 galvanized steel 24, 22, 20, and 18 Ga. in un-embossed or non-directional embossed (18 Ga. not available) |
| 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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