The SuperLok® standing seam roof system blends the aesthetics of an architectural panel with the strength of a structural panel. This panel has earned uplift ratings that are the highest in the industry for standing seam roofs, assuring reliable performance. This panel is FM Global approved to satisfy stringent code requirements and is ICBO approved.
Advantages
Attributes
SuperLok® – 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.) |
24 | 50 | 1.38 | 0.0574 | 0.0538 | 1.6096 | 0.1324 | 0.0779 | 2.3301 |
22 | 50 | 1.72 | 0.0801 | 0.0779 | 2.3324 | 0.1787 | 0.1061 | 3.1772 |
Allowable Uniform Loads In Pounds Per Square Foot
SPAN IN FEET
24 Gauge (Fy = 50 Ksi) | ||||||||
SPAN TYPE | LOAD TYPE | SPAN IN FEET | ||||||
2.5 | 3.0 | 3.5 | 4.0 | 4.5 | 5.0 | 5.5 | ||
SINGLE | LIVE | 162.0 | 135.0 | 115.7 | 97.1 | 76.7 | ||
2-SPAN | LIVE | 162.0 | 119.2 | 87.6 | 67.1 | 53.0 | 42.9 | 35.5 |
3-SPAN | LIVE | 162.0 | 135.0 | 109.5 | 83.8 | 66.2 | 53.7 | 44.3 |
4-SPAN | LIVE | 162.0 | 135.0 | 102.2 | 78.3 | 61.8 | 50.1 | 41.4 |
22 Gauge (Fy = 50 Ksi ) | ||||||||
SPAN TYPE | LOAD TYPE | |||||||
2.5 | 3.0 | 3.5 | 4.0 | 4.5 | 5.0 | 5.5 | ||
SINGLE | LIVE | 233.4 | 194.5 | 166.7 | 132.4 | 104.6 | 84.7 | 70.0 |
2-SPAN | LIVE | 233.4 | 172.8 | 126.9 | 97.2 | 76.8 | 62.2 | 51.4 |
3-SPAN | LIVE | 233.4 | 194.5 | 158.7 | 121.5 | 96.0 | 77.7 | 64.3 |
4-SPAN | LIVE | 233.4 | 194.5 | 148.1 | 113.4 | 89.6 | 72.6 | 60.0 |
Note: For 12″ panel information please contact Robertson.
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