An attractive feature of the BattenLok® HS panel is the vertical leg sidelap seam that is mechanically seamed with an electric seamer for a weathertight finish. This panel features concealed clips and easy to handle 16″ or 12″ wide panels custom cut to the desired length. BattenLok® HS can be installed directly over purlins or bar joists. It does not require a solid substructure for support. This roof system has several different UL® 90 construction numbers.
Advantages
Attributes
BattenLok HS® Panel 16″ – 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 | 1.29 | 0.0644 | 0.0578 | 1.7294 | 0.1517 | 0.0926 | 2.7736 |
22 | 50 | 1.65 | 0.0902 | 0.0932 | 2.4923 | 0.2033 | 0.1248 | 3.7370 |
Allowable Uniform Loads In Pounds Per Square Foot – 16″ Panels
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 | 101.3 | 90.0 | 74.0 | 61.1 |
2-SPAN | LIVE | 162.0 | 128.1 | 94.1 | 72.1 | 56.9 | 46.1 | 38.1 |
3-SPAN | LIVE | 162.0 | 135.0 | 115.7 | 90.1 | 71.2 | 57.6 | 47.6 |
4-SPAN | LIVE | 162.0 | 135.0 | 109.8 | 84.1 | 66.5 | 53.8 | 44.5 |
22 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 | 233.4 | 194.5 | 166.7 | 145.9 | 123.0 | 99.7 | 82.4 |
2-SPAN | LIVE | 233.4 | 184.6 | 135.6 | 103.8 | 82.1 | 66.5 | 54.9 |
3-SPAN | LIVE | 233.4 | 194.5 | 166.7 | 129.8 | 102.6 | 83.1 | 68.7 |
4-SPAN | LIVE | 233.4 | 194.5 | 158.3 | 121.2 | 95.8 | 77.6 | 64.1 |
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